HomeMy WebLinkAbout03202024 PACAB Work Session UplandsPREFACE
This document was prepared for the City of Seward as a guideline for future development
of the South Harbor Uplands.
City of Seward
P.O. Box 167
Seward, AK 99664
City Council
Clark Corbridge Mayor
Willard Dunham Vice Mayor
Jean Bardarson Council Member
Betsy Kellar Council Member
Bob Valdatta Council Member
Tom Smith Council Member
Marianna Keil Council Member
Planning and Zoning Commission
Sandie Roach’ Chair
Margaret Anderson Vice Chair
Steven Heinrich Commission Member
Sue McClure Commission Member
Tena Morgan Commission Member
Port and Commerce Advisory Board
Ron Long Chair
Theresa Butts Vice Chair
Deborah Altermatt Board Member
Daniel Oliver Board Member
Darryl Schaefermeyer Board Member
Paul Tougas Board Member
City Administration
Phillip Oates City Manager
Kari Anderson Harbor Master
Christy Terry Community Development Director
Karin Sturdy Parks and Recreation Director
Donna Glenz Associate Planner
Anne Bailey Executive Liaison
Citizens of Seward
The involvement of many Seward residents in preparation of the South Harbor Uplands
Plan is gratefully acknowledged.
240320 PACAB Work Session Laydown-Uplands
South Harbor Uplands Plan
Introduction
Under the June 2003 Project Cooperation Agreement between the Department of Army
(the “Corps”) and the City of Seward (the “City”) for Construction of the Harbor
Improvements (the “Agreement”), dredged and excavated material was deposited behind
the newly extended breakwater creating approximately 3.5 acres of filled land described
by the Corps as “BOD Disposal Area 1.” On February 12, 2007, the City authorized the
approval of the Department of Army Memorandum for record and accepting Disposal
Area 1.
The City of Seward has received inquires about leasing land and using the South Harbor
Uplands for parking. The Port and Commerce Advisory Board (per the City Manager’s
request) has discussed possible development ideas for the area and have suggested that a
South Harbor Uplands Plan be created to maximize the use of the area and benefit the
Seward community.
The purpose of the South Harbor Uplands Plan is to achieve long-term objectives for the
area and provide guidance on how the land should be developed for economic and
recreational use. The South Harbor Upland Plan contains advisory elements, which
include strategies for improving public services and facilities, promoting economic
development and maintaining and enhancing the quality of life. The plan elements
include: Zoning, Land Use, Parking and Transportation Facilities, Public Facilities and
Services and Community Appearance. These planning issues need to be considered to
maintain a planned development of the area and retain Seward’s unique histories, small-
town character, while pursuing modern economic development and maintain the natural
beauty for the community to enjoy.
This plan has been prepared with the assistance of the Port and Commerce Advisory
Board, the Planning and Zoning Commission, community members, and City of Seward
staff through a series of public meetings.
240320 PACAB Work Session Laydown-Uplands
South Harbor Uplands Area Collection of Ideas
The Plan for the South Harbor Uplands Fill Area is to zone the area Harbor Commercial
District and Park District and to use the area for retail, a Mariners Memorial, a handicap
accessible fishing pier, scientific research and camping. The plan will also address
parking expansion, boardwalk/sidewalk extension, road access, drainage, utilities, public
safety and aesthetics.
ZONING
Goal: Zone the area Harbor Commercial District and Park District to accommodate
economic development and parks and recreation. (What is the City’s stance?)
Harbor Commercial District- The northern 1/3 portion 1 of the South Harbor
Upland area would be designated Harbor Commercial District to accommodate
retail and other forms of economic development.
Park District- The southern 2/3 portion1 of the South Harbor Upland area would
be designated Park District. This area will accommodate the Mariner’s Memorial
and the handicap accessible fishing pier and would maintain the view of
Resurrection Bay.
Designating the area Harbor Commercial and Park District is consistent with the zoning
map but does not adhere to the land use map. The land use map designates the area as
Park district. The Port and Commerce Advisory Board recommended via PACAB
Resolution 2008-03 to designate the area Harbor Commercial.
LAND USE
Goal: The area would be used for economic development, parks and recreation,
parking and scientific research.
Economic Development
o Retail areas will be available on the Harbor Commercial portion for lease
via a designated process.
o Plat areas to designated parcel size.
o Create a list of criteria for building on the fill area.
1 The portions designated Park District and Harbor Commercial District will be determined by an
engineer.
240320 PACAB Work Session Laydown-Uplands
o Lease the parcels at fair market value.
o Leases of the parcels should be carefully drafted with “subject to”
language alerting grantee of dominant estates and Army Corps of
Engineers access rights, etc.
o All development must comply with the Seward City Code.
Parks District
Mariners Memorial
o The Planning and Zoning Commission, the Historic Preservation
Commission, the Port and Commerce Advisory Board and City
Council supported the concept of the Mariners Memorial for the Small
Boat Harbor.2
o In March 2004, a donation of $1,000.00 (one thousand dollars) by the
Kenai Fjords Yacht Club started a Mariners Memorial Fund through
the 2003 Seward Centennial non-profit account and additional
donations and grants to fund the design, construction and maintenance
of the Memorial will continue to be sought by local organizations and
individuals.
o A 100 foot by 100 foot piece of land located on a southeast portion of
the South Harbor Uplands Area has been designated for the Mariner’s
Memorial.
o A conceptual design of the memorial has been completed. A small
scale model will be created and then the final project will be
constructed.
o The Harbor Department will help maintain the facility.
Handicap Accessible Fishing Pier
o Construct a handicap accessible fishing pier at the south side of the
South Harbor Upland Area.
o Grant money 3 or capital project funds will be needed to accomplish
this project.
Restroom Facilities
2 City Council Resolution 2006-49; Planning and Zoning Resolution 2006-10; Historic Preservation
Resolution 2006-01 and Port and Commerce Advisory Board Resolution 2006-07
3 Project may be funded through “Dingell Johnson” money collected from sport-fishing licenses.
240320 PACAB Work Session Laydown-Uplands
o The restroom facilities were completed September 2007.4
o The restroom facility has electric, water and sewage capabilities.
o The restroom facility is maintained by the Harbor Department.
Camping Facilities 5
o Create high end Recreation Vehicle (RV) camping facilities on the
southern strip of the South Harbor Uplands.
o Water, sewer, electric and cable capabilities available for campers, in
compliance with other existing camping regulations, such as 14-day
stay maximum limit.
o Set a rate for the high end camping sites.6
Scientific Research
Harbornet System
o The University of Alaska Anchorage (UAA) and the Alaska Ocean
Observing System (AOOS) would set up a “Harbornet system” on the
South Harbor Uplands area to monitor wind, temperature,
precipitation, wave and tidal activity.
o The location of the tower/sensors 7 will be installed on the South
Breakwater. The tower/sensors may be moved to the East Breakwater
once the Army Corps of Engineers completes the extension and
alterations.
o UAA and AOOS have funding for this project and would construct a
prototype in the winter of 2008 and install the system in January 2009.
o Responsibility and Maintenance of the Tower will not be a City
function.
4 A Building Permit was issued 4-17-2007. A Certificate of Occupancy was issued 8-31-2007 and Planning
and Zoning Resolution 2007-02 granted the City of Seward Harbor Department a Floodplain Variance for
the project.
5Threat of landslide tsunami damage may be such that overnight occupancy by any function should be
prohibited by intention and code.
6 Current fees are $30 a day for water/electricity. Proposed fee for new high end sites $50+ per night.
7 Currently Seward City Code does not permit antennas/towers/sensors in the Harbor Commercial or Park
District.
240320 PACAB Work Session Laydown-Uplands
Funding for Development and Installation- UAA and AOOS
Management of Data, Archives and Website- AOOS
Maintenance of the Tower- National Oceanic and Atmospheric
Administration (NOAA) or AOOS
Cost-Sharing to Fund the Project in the Future
o Lease and Electrical Issues need to be discussed with appropriate
departments before work begins.
PARKING AND TRANSPORTATION FACILITIES
Goal: Ensure safe and convenient parking and transportation services that address
the needs of Seward residents, businesses and visitors.
Parking Facility
o Parking spaces are in high demand in the summer season for the harbor area.
Currently, the Paid Parking Department uses the South Harbor Uplands Area
for parking. There are a total of 189 parking sites; 20 of the sites are for 30
minute parking and 3 are ADA accessible. The other 166 sites are used for
non-ADA vehicles and trailers.
o A portion of the South Harbor Uplands Area would be used for parking.8
o The parking lot needs to comply with all Seward City Code requirements and
a storm water system needs to be installed.
o Lighting requirements need to be considered and comply with Seward City
Code.9
o Parking fees are consistent with the Seward City Code § 11.15.010. See
Attachment A for the Parking Fee Schedule.10
o Overnight camping, trailers and motor home parking is currently prohibited
on the South Harbor Uplands Area per City policy in deference to earthquake,
tsunami or other risks.
Boardwalk/Bike Path 11
o Extend the boardwalk and/or bike path connections around the northern edge
of the South Harbor Upland Area and extend the bike path around the
8 The parking facility will be determined by an engineering study or a TNH design concept proposal.
9 Lighting considerations: - How much, type, height, quantity and size?
10 Parking fees are amended by City Council resolution and generally discussed each fall during the
upcoming fiscal year budget.
11 Potential funding could come from the Division of Parks & Outdoor Recreation Trails Grant.
240320 PACAB Work Session Laydown-Uplands
southern portion of the South Harbor Uplands Area per the Boardwalk
Plan/Bike Path requirements.12
o Extend the bike path from the Wellington (pavilion) picnic site along the
beach and Harborside Campgrounds to the South Harbor Uplands Area.13
o The Harbor Department will be responsible for the boardwalk maintenance,
and the Parks & Recreation Department will be responsible for the bike path
maintenance.14
Road Access
o The road access is off of Fourth Avenue, through the harbor area “Permit
Only” parking lot.15
o The road will be a two way street with turn a round at the end of the uplands
to allow vehicles to turn around safely.16
o The road will provide access to S, M, N, O and P floats and access to parking
for the proposed handicap accessible fishing pier and allow access to slip
holder parking to load/unload their supplies and equipment.
o The road will comply with all fire and public safety requirements.
o The road will comply with the Seward City Code requirements.
o The road may need to be engineered.17
o The Public Works Department will maintain the road system.
Drainage
o Drainage plans need to be created to meet the Storm Water Prevention Plan
Permit requirements.
o Engineered drawing will be needed.
12 Update the Harborside Concept.
13 Grant money may be available from the Department of Natural Resources Division of Parks and
Recreation- Recreational Trails Program.
14 The Public Works Department is seeking solution for the “fishing culverts” failure and proposals to
continue to allow pedestrian connection along the waterfront.
15 The access off of Fourth Avenue also serves Harborside Campground, behind the condos. With the
culvert failure, this is the only existing access.
16 Road design could change depending on the engineer study.
17 The storm drainage system may necessitate the need to engineer the road. Requirements may change if
the funding for the road is Federal, State or City money. As-builts are needed.
240320 PACAB Work Session Laydown-Uplands
PUBLIC FACILITIES AND SERVICES
Goal: Provide quality public facilities and services to the residents, businesses and
visitors of Seward.
Utilities
o Utility use is directly correlated to development in the South Harbor
Uplands Area.
Electric
o The current electrical infrastructure is shown on Attachment B.
o Approval from the Electric Department is required before any
development occurs.
Water
o Water infrastructure availability is correlated with development in
the South Harbor Uplands Area.
o Currently, there is not water distribution system developed on the
South Harbor Uplands Area. Water is available.18
o Approval from the Public Works Department is required before
any development occurs.
Sewage
o Sewage infrastructure availability is correlated with development
in the South Harbor Uplands Area.
o The sewage load can only handle boats and the restroom facility
located on the South Harbor Uplands Area.
o Currently, there is no wastewater collection system on-site. The lift
station that is on-site will accommodate some level of
development- although a wastewater collection system will need to
be developed.
o The South Harbor Uplands Area sewage system is not consistent
with the rest of the City of Seward. The Harbor Department is
responsible for the sewer system on the Uplands.19
18 A limiting factor is the size of the water main (8”).
240320 PACAB Work Session Laydown-Uplands
o Approval from the Public Works Department is required before
any development occurs.
Public Safety
Fire
o All development and activities on the South Harbor Uplands Area
must comply with all Fire requirements found in the Seward City
Code.
o Approval from the Fire Department is required before any
development occurs.
Flood
o The South Harbor Uplands area is in a Coastal High Hazard Area
(FIRM “V” Zones), which means it is in high velocity waters
(wind, tidal action, tsunami, etc.) creating waves of magnitude or
velocity to endanger property and lives.
o A Development Permit is required before beginning any structures,
fill, storage of materials, drainage facilities, etc
a) Construction materials and methods are regulated
Anchoring on piling or columns to prevent flotation
and lateral movement (100-year mean recurrence
level of wind and water); fill prohibited as structural
support
Materials and utilities resistant to flood damage
Space with breakaway panels required below (BFE)
b) All construction landward of mean high tide
o Floodplain management Variance Process and Procedures
a) Technical evaluations and 11 standards must be addressed
b) Showing of
i. Good and sufficient cause
ii. Exceptional hardship to the applicant
iii. Variance will not result in increased flood heights
c) Hearing before the Planning and Zoning Commission
Natural Disaster
19 The sewer system on the South Harbor Uplands is a sewer service, which is the property owner’s
responsibility.
240320 PACAB Work Session Laydown-Uplands
o A Tsunami warning sign will be posted at the entrance of the South
Harbor Uplands Area.
o Evacuation signs from the float area and parking area will be
posted.
o Route directional signs will be posted.
o Buildings, roads and other infrastructure should follow
requirements in the Seward City Code.
o An emergency siren is located next to the Harbormaster’s building.
It is designated to cover all of the harbor area including the
Railroad’s freight dock and past the Department of Transportation
yard.
Building Code
o All commercial buildings built inside the City of Seward have to
meet all the related requirements in the 2006 IBS for the structural
related issues ETC and the amendments the City of Seward have
done to the code.
o An Alaska Stamped structural architectural engineered drawing is
mandatory for new construction.
COMMUNITY APPEARANCE
Goal: Improve the appearance of the community through increased landscaping,
beautification efforts and creating a user friendly environment.
Aesthetics
o Greenery and landscaping fitting the harsh weather and non-organic
conditions should be used throughout the South Harbor Uplands Area and
be managed by the City.
o Landscaping should be a requirement in any private development.
o Installation of decorative or theme street lights.
o Have bike racks available.
o Create areas between all development that is ADA and public accessible.
240320 PACAB Work Session Laydown-Uplands
OTHER IDEAS
Eco-Education along the Boardwalk/Bike Path
o Interpretive panels located along the Boardwalk/Bike Path
o Ideas include:
Local Fish Species
Commercial Fishing, Kayak Fishing. Subsistence Fishing in Alaska
Sailing
Boat Types and Styles
Historical Boats (especially locals- resurrection, Alex Haley)
Local military history and boats including our role in WWII
1964 Tsunami
Rockwell Kent’s story
Sport Fishing Tips and Tricks
Local Sport Fishing success stories
Climate science and how it relates to Seward
o Fish Cleaning Station over by the bathrooms and the east-most ramp.
*Last updated on January 29, 2009.
240320 PACAB Work Session Laydown-Uplands
NOT PART OF THE PLAN- Just my thoughts
Criteria for Building on the fill area… (Artists Row… or some other unified theme)
Building size
Building Height
Mention Setback Regulations
Façade theme (wood siding…)
Leave an area for the public to walk through; green spaces
Leave area for a Boardwalk, which the City will put in place (grant money?)
Type of Businesses
Exclude:
Auto Services/gas station
Boat Storage (competing with existing private businesses in the
area and additional regulations that would be required for this area)
Antenna, personal TV, satellite dish (block view)
Auto/RV sales and rentals
Boat sales
Boat work or storage of any kind
Car/boat wash
Dwellings (have different building code requirements)
Overnight camping (CUP)
Crematory (CUP)
Drive-in facility (CUP)
Seafood processing (CUP)
Shop (welding, wood signs etc…) (CUP)
Tanks, above ground associated with service station (CUP)
Approval from the Electric Department, Public Works and the Building
Department
Landscaping
240320 PACAB Work Session Laydown-Uplands
Theresa Butts’ Idea per September 8, 2008 Email:
These key features are:
NW quadrant remains unobstructive of view into and out of the harbor (max 6'
height on eco/education displays, lots of open space in the layout, max 6' height
on greenery in this area).
Include the NE corner of the employee parking lot as part of the NW quadrant of
the S harbor uplands (this helps keep the view clear and gives continuity to the
connection between the boardwalks and offers a good place to watch the boat
ramp -- which can be quite amusing).
Eco/education displays interspersed and/or bordered by attractive (though simple)
landscaping.
Retail opportunities encouraged east from displays to restrooms -- I suggest max 1
story (12') height (visualize these buildings from the existing boardwalk
businesses, try to preserve that value).
Continuity and the natural people flow is critical and should not be sacrificed for
budget restrictions (it's a baby/bathwater thing)
Boardwalk connects to memorial.
Lead people via signage and landscaping continuity from existing developed area
to display area, new retail, fish station, memorial.
Much of the uplands is left undeveloped and largely unrestricted pending success
of and lessons learned from new ventures.
All construction and landscaping designed to last forever and be extremely low
maintenance (concrete, stainless steel, plastic (recycled, like the Trex at the new
playground -- although I favor real timbers for the boardwalk of course) ).
An overall effect that is simple and pleasant.
Secondary features are:
In line with the idea of keeping the west end open to prevent view obstruction:
create a secondary boardwalk with an attached green space (picnic tables, mini-
amphitheater-style stone terracing recessed into ground for seating out of the
wind, perhaps even a pavilion ....).
Install a fishing pier (fixed, not floating) on the south side of the uplands,
connected to that (new) boardwalk.
Encourage a view oriented destination retail (ie restaurant) to locate between this
green space/fishing pier and the memorial (leave room for future boardwalk
connection).
Plan to eventually connect the two boardwalks.
240320 PACAB Work Session Laydown-Uplands
240320 PACAB Work Session Laydown-Uplands
240320 PACAB Work Session Laydown-Uplands
240320 PACAB Work Session Laydown-Uplands
Surveyor
Structural Consultant
Mechanical Consultant
Electrical Consultant
Ability Surveys
152 Dehel Avenue, Homer, AK 99603 l office: (907) 235-8440 l fax: (907) 235-8440 l email: gary@abilitysurveys.com
Spurlock & Associates, Inc.
EIC Engineers, Inc.
201 East 54th Avenue, Suite 209, Anchorage, AK 99518 l office: (907) 344-8222 l fax: (907) 344-8221 l email: tspurlock@alaska.com
6927 Old Seward Hwy, Suite 200, Anchorage, AK 99518 l office: (907) 349-9712 l fax: (907) 349-9713 l email: eric@eiceng.com
Civil Consultant Nelson Engineering
155 Bidarka Street, Kenai, AK 99611 l office: (907) 283-3583 l fax: (907) 283-4514 l email: bnelson@alaska.net
Nelson Engineering
155 Bidarka Street, Kenai, AK 99611 l office: (907) 283-3583 l fax: (907) 283-4514 l email: bnelson@alaska.net
Architect Klauder & Company Architects, Inc.
606 Petersen Way, Kenai, AK 99611 l office: (907) 283-1919 l fax: (907) 283-0450 l email: klauder@alaska.net
CONFORMED DRAWING SET
G1.0
HOMER HARBOR MASTER'S OFFICE
CITY OF HOMER
491 E. PIONEER AVENUE
HOMER, ALASKA 99603
ISSUED FOR CONSTRUCTION COVER SHEET7-11-2014 JOB NO: 1325
The "As-Built" information was transfered
from the contractor red lines by the City of
Homer 11/2016.
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
101-1
A1
A4.0
AA5.0
BUILDING SECTION KEY
INTERIOR ELEVATION KEY
DOOR TAG (ROOM # - DOOR #)
PARTITION TYPE
KEY SYMBOLS
WINDOW/RELITE TYPE
CENTERLINE
CEILING TYPEC-1
FLOOR TYPE
1
F-1
DETAIL KEYA1.1
A1
B1
A
B
C
D
A3.0 BUILDING ELEVATION KEYA1
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
G1.1
7-11-2014
GENERAL
INFORMATION
ACCESSIBILITY GENERAL NOTES
1. THIS BUILDING IS DESIGNED TO COMPLY WITH THE PROVISIONS OF THE ADAAG. THIS
INCLUDES, BUT IS NOT LIMITED TO, DOOR SIZES, THRESHOLDS, DOOR PULLS, DOOR
HARDWARE, GRAB BARS, RESTROOM FIXTURES, TOILET PARTITIONS, ETC. THE FOLLOWING
EXCERPTS FROM THE ADAAG SHALL BE APPLIED TO THIS BUILDING BUT IN NO WAY LIMIT THE
APPLICABILITY OF THOSE SECTIONS NOT LISTED.
2. A "VAN ACCESSIBLE" PARKING SPACE IS PROVIDED WITH A SIGN THAT IS CLEARLY VISIBLE
TO THE DRIVER OF A VEHICLE WHEN PARKING IN SUCH A LOCATION.
3. ALL OBJECTS WHICH OVERHANG OR PROTRUDE INTO CIRCULATION PATHS SHALL COMPLY
WITH SECTION 4.4 OF THE ADAAG. GROUND FLOOR SURFACES ALONG ACCESSIBLE ROUTES
AND IN ACCESSIBLE ROOMS AND SPACES SHALL COMPLY WITH 4.5 OF THE ADAAG. (ADAAG
4.1.3 ACCESSIBLE BUILDINGS: NEW CONSTRUCTION) NOTIFY ARCHITECT PRIOR TO PROCEEDING
WITH WORK THAT DOES NOT COMPLY.
4. GROUND FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS AND
SPACES INCLUDING FLOORS, WALKS, RAMPS, STAIRS, AND CURB RAMPS, SHALL BE STABLE,
FIRM, SLIP-RESISTANT, AND SHALL COMPLY WITH 4.5. (ADAAG 4.5.1) NOTIFY ARCHITECT PRIOR
TO PROCEEDING WITH WORK THAT DOES NOT COMPLY.
5. CHANGES IN LEVEL UP TO 1/4 INCH MAY BE VERTICAL AND WITHOUT EDGE TREATMENT.
CHANGES IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH SLOPE NO
GREATER THAN 1:2. CHANGES IN LEVEL GREATER THAN 1/2 INCH SHALL BE ACCOMPLISHED BY
MEANS OF A RAMP THAT COMPLIES WITH ADAAG 4.7 OR.4.8. (ADAAG 4.5.2) NOTIFY ARCHITECT
PRIOR TO PROCEEDING WITH WORK THAT DOES NOT COMPLY.
ABBREVIATIONS
ACP ACOUSTICAL CEILING PANEL
AFF ABOVE FINISH FLOOR
AWW ALL WEATHER WOOD
CONC CONCRETE
CRPT CARPET
DF DRINKING FOUNTAIN
DN DOWN
DWG DRAWINGS
ELECT ELECTRICAL
FE FIRE EXTINGUISHER, WALL
BRACKET MOUNTED
FEC FIRE EXTINGUISHER CABINET
FD FLOOR DRAIN
EQ EQUAL
EXP AG EXPOSED AGGREGATE
GA GAUGE
GLB GLULAM BEAM
GWB GYPSUM WALL BOARD
HB HOSE BIBB
HDWR HARDWARE
HR HOUR
ID INTERIOR DIMENSION
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
NIC NOT IN CONTRACT
OC ON CENTER
OFCI OWNER FURNISHED
CONTRACTOR INSTALLED
OH OVERHEAD
OPP OPPOSITE HAND
PT PRESERVATIVE TREATED
SIM SIMILAR
SR SHEET RUBBER
SS STAINLESS STEEL
SV SHEET VINYL
STOR STORAGE
STRUCT STRUCTURAL
T&G TOUNGE AND GROOVE
T.O. TOP OF
TYP TYPICAL
WH WATER HEATER
2009 IBC CODE DATA
OCCUPANCY GROUP MIXED: BUSINESS GROUP B AND
LOW-HAZARD STORAGE GROUP S-2
AUTOMATIC SPRINKLER SYSTEM NFPA 13 SYSTEM
CONSTRUCTION TYPE V-B
ALLOWABLE AREA 9,000 SF
ACTUAL AREA 4,784 SF
OCCUPANCY SEPARATIONS NONE REQUIRED
NOTE SEE CODE ANALYSIS BY KLAUDER & COMPANY ARCHITECTS
DATED MAY 12, 2014, SEPARATE 8 1/2"x11" DOCUMENT
GENERAL NOTES
1. THESE DRAWINGS ARE "NOT FOR CONSTRUCTION" DOCUMENTS UNLESS THEY ARE CLEARLY
MARKED "FOR CONSTRUCTION." DO NOT SCALE THE DRAWINGS.
2. ALL WORK SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE FOLLOWING CODES THAT
HAVE BEEN ADOPTED BY THE AUTHORITY HAVING JURISDICTION IN THE PROJECT AREA:
INTERNATIONAL BUILDING CODE, INTERNATIONAL FIRE CODE, INTERNATIONAL MECHANICAL CODE,
INTERNATIONAL FUEL GAS CODE, AND NATIONAL ELECTRICAL CODE. THESE DOCUMENTS HAVE BEEN
PREPARED TO BE IN COMPLIANCE WITH THE ALL APPLICABLE CODES AS LISTED ABOVE. ADOPTION OF
UPDATED OR NEW CODES SHALL REQUIRE REVIEW BY AN ARCHITECT AND ENGINEERS AS
APPROPRIATE FOR THE DISCIPLINES AFFECTED.
3. THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY TO ENSURE THAT ANY WORK NOT COVERED
IN THESE DOCUMENTS OR ANY MODIFICATIONS MADE DURING CONSTRUCTION ARE IN COMPLIANCE
WITH ALL APPLICABLE CODES AS LISTED ABOVE. THE ARCHITECT SHALL BE NOTIFIED PRIOR TO ANY
MODIFICATIONS.
4. CLEARANCE FROM COMBUSTIBLES SHALL BE PER MANUFACTURER'S WRITTEN SPECIFICATIONS.
5. ALL SUSPENDED CEILING SYSTEMS, ELECTRICAL FIXTURES, MECHANICAL DIFFUSERS, DUCTS, AND
EQUIPMENT SHALL BE DESIGNED TO COMPLY WITH ASCE-7 SECTION 13.5.6.
SHEET INDEX
SHEET
NUMBER SHEET NAME
S1.0 GENERAL NOTES
S2.1 FOUNDATION & OVERSLOPE PLAN
S2.2 FOUNDATION FINISH PLAN
S2.3 ROOF FRAMING PLAN
S2.4 ROOF SHEATHING PLAN
S2.5 ENLARGED FOUNDATION @ OVERSLOPE
S2.6 ENLARGED ROOF FRAMING @ OVERSLOPE
S2.7 ENLARGED ROOF FRAMING PLANS
S3.1 BUILDING SECTION
S3.2 BUILDING SECTION
S4.1 DETAILS
S4.2 DETAILS
S4.3 DETAILS
S4.4 FOUNDATION BASEPLATES
S4.5 FOUNDATION BEAM SADDLES
S5.1 DETAILS
S5.2 DETAILS
S5.3 DETAILS
S5.4 DETAILS
S5.5 DETAILS
S5.6 DETAILS
M1.1 LEGEND, ABBREVIATIONS & NOTES
M1.2 MECHANICAL SCHEDULES
M2.0 UNDERFLOOR PLUMBING - PLAN
M2.1 PLUMBING - PLAN
M3.1 HEATING - PLAN
M4.1 VENTILATION - PLAN
M5.1 MECHANICAL ROOF - PLAN
M6.1 ENLARGED PLANS
M7.1 DETAILS
M7.2 PIPING SCHEMATICS
E0.1 ELECTRICAL LEGEND & GENERAL REQUIREMENTS
E0.2 ELECTRICAL SCHEDULES
E1.1 ELECTRICAL SITE PLAN
E2.1 ELECTRICAL LIGHTING PLAN
E3.1 ELECTRICAL POWER & SIGNAL PLAN
E3.2 ROOF POWER & SIGNAL PLAN
E4.1 ELECTRICAL DIAGRAMS & DETAILS
E4.2 ELECTRICAL DIAGRAMS & DETAILS
E5.1 ELECTRICAL PANEL SCHEDULES
SHEET INDEX
SHEET
NUMBER SHEET NAME
G1.0 COVER SHEET
G1.1 GENERAL INFORMATION
V1.0 SITE SURVEY
C1.0 CIVIL SITE PLAN
C2.0 GRADING PLAN
C3.0 UTILITIES PLAN & STORM DRAIN SYSTEM PROFILE
C4.0 TYPICAL SITE SECTIONS
C5.0 TYPICAL DETAILS
C6.0 TYPICAL DETAILS
C7.0 TYPICAL DETAILS
A1.0 ARCHITECTURAL SITE PLAN - OVERALL AND SITE SECTION
A1.1 ARCHITECTURAL SITE PLAN - ENLARGED
A2.0 FLOOR PLAN
A2.1 REFLECTED CEILING PLAN
A2.2 ROOF PLAN
A2.3 ENLARGED FLOOR PLAN - NW
A2.4 ENLARGED FLOOR PLAN - SW
A2.5 ENLARGED FLOOR PLAN - SE
A2.6 ENLARGED FLOOR PLAN - NE
A3.0 SOUTH ELEVATION
A3.1 EAST ELEVATION
A3.2 NORTH ELEVATION
A3.3 ENTRY DECK ELEVATIONS
A3.4 WEST ELEVATION
A4.0 BUILDING SECTIONS
A4.1 BUILDING SECTIONS
A4.2 WALL SECTIONS
A4.3 CURVED WALL DETAILS
A4.4 ASSEMBLY TYPES
A4.5 CASEWORK DETAILS
A4.6 CEILING DETAILS
A4.7 PHENOLIC PANEL DETAILS
A4.8 WALL DETAILS
A4.9 ROOF DETAILS
A5.0 INTERIOR ELEVATIONS
A5.1 INTERIOR ELEVATIONS
A5.2 INTERIOR ELEVATIONS
A5.3 INTERIOR ELEVATION
A5.4 INTERIOR ELEVATION
A5.5 INTERIOR ELEVATION
A5.6 INTERIOR ELEVATIONS
A6.0 DOOR SCHEDULE, DOOR AND FRAME TYPES
A6.1 WINDOW/RELITE TYPES
A6.2 FINISH SCHEDULE
A6.3 DOOR DETAILS
A6.4 DOOR AND WINDOW DETAILS
A6.5 WINDOW AND RELITE DETAILS
A6.6 DOOR AND WINDOW DETAILS
(CONTINUED)
NO. DATE
2 7-11-2014
2
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1
1
1 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1
1
1 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
ACGH BEF DF2
HOMER SMALL
BOAT HARBOR
FREIGHT DOCK ROAD
PROPOSED HOMER
HARBOR MASTER
BUILDING
PROPERTY LINE
FLOATING DOCK
FLOATING DOCKHOMER SMALL
BOAT HARBOR
KACHEMAK BAY
A1
A1.0
RAMP ACCESS TO DOCKS
HOMER SMALL BOAT HARBOR
FREIGHT DOCK ROAD
A1.1
A1
PROPOSED HOMER
HARBOR MASTER
BUILDING
PROPERTY LINE, TYP
KACHEMAK BAY
KACHEMAK BAY
FLOATING DOCK
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A1.0
7-11-2014
ARCHITECTURAL
SITE PLAN -
OVERALL AND SITE
SECTION
REF
1" = 40'-0" (22x34); 1" = 100'-0" (11x17)A1.0
A1 SITE SECTION
1" = 300'-0" (22x34); 1" = 600'-0" (11x17)A1.0
B1 ARCHITECTURAL SITE PLAN - OVERALL
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CATCH BASIN TYP. SEE CIVIL DRAWINGS
WHEEL STOP, SEE CIVIL DRAWINGS
CONCRETE SIDEWALK,
SEE CIVIL DRAWINGS
UTILITY EASEMENT
25' - 0"
RAMP ACCESS TO DOCKS
CONCRETE SIDEWALK,
SEE CIVIL DRAWINGS
ACCESSIBLE LOADING
ZONE, SEE CIVIL DRAWINGS
ACCESSIBLE PARKING
SPACE, TYP, SEE
CIVIL DRAWINGS
HOMER SMALL BOAT HARBOR
111' - 0"
BOLLARD, SEE
CIVIL DRAWINGS
AC PAVING, SEE CIVIL DRAWINGS
FREIGHT DOCK ROAD
11' - 0"
PROPERTY LINE, TYP, SEE CIVIL DRAWINGS
UTILITY EASEMENT
10' - 0"
EAVE LINE OF EXISTING
SELDOVIA FERRY OFFICE
BUILDING
EXISTING ELECTRICAL
TRANSFORMER
EXISTING COMMUNICATIONS
PEDESTAL WITH TWO BOLLARDS
EXISTING ELECTRICAL
JUNCTION BOX
10'-0" x 10'-0"
UTILITY EASEMENT
EXISTING
BOLLARDS,
THREE EACH
CONCRETE
ACCESS DRIVE,
SEE CIVIL
DRAWINGS
EXISTING ELECTRIC METER
15' - 0"
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A1.1
7-11-2014
ARCHITECTURAL
SITE PLAN -
ENLARGED
REF 1" = 10'-0" (22x34); 1" = 20'-0" (11x17)A1.1
A1 ARCHITECTURAL SITE PLAN - ENLARGED
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FD FD
FD
FD
FD
A
C
G
8521
ARCTIC ENTRY
101
ENTRY HALL
102
WOMEN'S R.R.
105
JANITOR
107
STORAGE/SHOP
123
WASH DOWN
PATIO
124
H
LOCKER ROOM
121
A1
A4.0
C1
A4.0
A1
A4.1
HARBOR MASTER
OFFICE
110
B
E
F
7634
74' - 0"
ADMIN STORAGE
111
D
F2
4.1
LOBBY
103
ADMIN HALL
104
PRINTER ALCOVE
113
MEN'S R.R.
106
MECHANICAL
ROOM
120
ELECTRICAL/IT
ROOM
109
ADMIN OPEN
OFFICE
112
PRIVATE HALL
118
DEPUTY HARBOR
MASTER OFFICE
115 MULTI-PURPOSE
BREAK ROOM
116
UNISEX
RESTROOM
122
17' - 7"2' - 9"9' - 10"4' - 8"11"14' - 8"5' - 5"18' - 2"
4' - 11"
A2.3
A1
A2.4
A1
A2.6
A1
A2.5
A1
CONFERENCE
ROOM
108
OPERATIONS
114
MEETING ROOM
119
STORAGE
117
105-1
106-1
108-1
109-1
110-1 103-1
111-1
116-1
117-1
119-1119-2
123-1
120-1
123-2
107-1 122-1
ENTRY DECK
100
110-2
10' - 0"
A3.4
A3.2
A3.1
A3.0
C1
C1
C1
C1
6' - 6"
1' - 8"
1' - 6"
F-1
.
.
F-2
A3.3
C1
A3.3
C3
LEGEND
VINYL PLANK FLOORING
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A2.0
7-11-2014
FLOOR PLAN
3/16" = 1'-0" (22x34); 3/32" = 1'-0" (11x17)A2.0
A1 FLOOR PLAN
REF
GENERAL NOTES:
1. DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF COLUMN, OR
CENTERLINE OF OPENING UNLESS NOTED OTHERWISE.
2. SEE SHEET A4.4 FOR FLOOR TYPES F-1
3. SEE SHEET A6.0 FOR DOOR SCHEDULE.
4. SEE SHEET A6.2 FOR ROOM FINISH SCHEDULE.
5. SEE BUILDING ELEVATIONS SERIES A3 SHEETS AND INTERIOR
ELEVATIONS SERIES A5 SHEETS FOR WINDOW/RELITE TYPE CALLOUTS.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1
1
1
1 Record Drawings
11-20161
240320 PACAB Work Session Laydown-Uplands
A
C
G
8521
H
A1
A4.0
C1
A4.0
A1
A4.1
B
E
F
7634
D
F2
4.1
C-1
TYP
PAINT EXPOSED HVAC DUCT,
SEE MECHANICAL DRAWINGS
A1
A4.6
A1
A4.6
C-1 TYP
A2
A4.6
C-3
C-2
C-2
C-2
C-3
SEE
C1/A4.6
FOR
CEILING
ASSEMBLY
C-3
C-3
C-3
C-3
C-1
TYP
C-4C-4
C-4
C-4
C-4
C-4
C-4
C-4
A3
A4.6
C-4
A2.1
A3
C1
A4.7
10'-6"
CEILING
HEIGHT
C2
A4.7
PHENOLIC SOFFIT PANEL
STEEL COLUMN WITH HIGH
PERFORMANCE COATING,
SEE STRUCTURAL
DRAWINGS
3/8"3/8"
TYPICAL PHENOLIC
SOFFIT PANEL JOINT
EQ EQ
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A2.1
7-11-2014
REFLECTED
CEILING PLAN
3/16" = 1'-0" (22x34); 3/32" = 1'-0" (11x17)A2.1
A1 REFLECTED CEILING PLAN
GENERAL NOTES:
1. SEE SHEET A4.4 FOR CEILING TYPES
2. SEE FINISH SCHEDULE, SHEET A6.2, FOR CEILING HEIGHTS
LEGEND
2'x4' AND 2'x2' ACP
CEILING SYSTEM
EXPOSED GLB'S WITH GYPSUM
BOARD BETWEEN GLB'S
2'x4' LIGHT FIXTURE, SEE
ELECTRICAL DRAWINGS
PENDANT, WALL SURFACE, OR
CEILING SURFACE MOUNTED
LIGHT FIXTURE, SEE
ELECTRICAL DRAWINGS
TRACK LIGHT, SEE
ELECTRICAL DRAWINGS
RETURN AIR GRILLE, SEE
MECHANICAL DRAWINGS
SUPPLY AIR GRILLE, SEE
MECHANICAL DRAWINGS
EXHAUST AIR GRILLE, SEE
MECHANICAL DRAWINGS
CAN LIGHT, SEE
ELECTRICAL DRAWINGS
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A2.1
A3 COLUMN PENETRATION AT SOFFIT PANELS
240320 PACAB Work Session Laydown-Uplands
A
C
G
8521
H
A1
A4.0
C1
A4.0
A1
A4.1
B
E
F
7634
D
F2
4.1
EPDM ROOF MEMBRANE, TYP
ROOF TOP UNIT,
SEE MECHANICAL
DRAWINGS
ROOF DRAIN & OVERFLOW ROOF
DRAIN, TYP OF THREE (3), SEE
MECHANICAL DRAWINGS
FLEXIBLE WALKWAY
VENT THRU ROOF, SEE
MECHANICAL DRAWINGS
ROOF ACCESS LADDER
1' - 7"
1' - 6"
RIDGE LINE
3' - 6"
C1
A4.9
A1
A4.9
B3
A4.9
A4.9
A4
SLOPESLOPE
SLOPE
SLOPE
1/4" / 12"
MINIMUM
B2
A4.9
PREFINISHED ALUMINUM
PARAPET COPING, TYP
VENT THRU
ROOF, SEE
MECHANICAL
DRAWINGS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A2.2
7-11-2014
ROOF PLAN
3/16" = 1'-0" (22x34); 3/32" = 1'-0" (11x17)A2.2
A1 ROOF PLAN
REF
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FD
FD
C
521
B
E
F
3 4
D
F2
4.1
ELECTRICAL/IT
ROOM
109
HARBOR MASTER
OFFICE
110
JANITOR
107
MEN'S R.R.
106
WOMEN'S R.R.
105
LOBBY
103
ADMIN HALL
104
ENTRY HALL
102
1
1
1
2
4
5 6
7 8
1
3
2
4
56
7
8
9
21
1
2
3
ARCTIC ENTRY
101 1
2
CONFERENCE
ROOM
108
2AC
1A
1A
2AC
1A
2AC
1F
1F
1
1A
2A
2A
1A
1A
2A
2A
2A
1A
3A
2A
2' - 6"
10B1
A
B
C
D A
B
C
D A1
A1
A
B
C1
A
B
A2
A4.5
3
2
4
A4
ENTRY DECK
100
1 2
1
C2 AB
FLOOR ART INLAY,
BY OWNER
2AG
HOSE BIB, SEE
MECHANICAL
DRAWINGS
HOSE BIB, SEE
MECHANICAL
DRAWINGS
ELECTRICAL
SERVICE
EQUIPMENT,
SEE
ELECTRICAL
DRAWINGS
2
4' - 10"
2" SLAB RECESS,
SEE STRUCT DWG
3' - 6"
A3
A2.3
A
BB1
9
3
10
A1 A
B
C
C3
5
1
LINE OF
PARTITION
BELOW
COUNTER
A1
A4.5
A5.0
A5.1
A5.2
A5.2
A5.0
A5.1
A5.1
A5.3
A5.3
A
A
A4.7
A3 TYP
ABOVE
DOOR
5' - 0" MIN CLEAR
33
A4.7
A4
A2
A4.5
.
CONCRETE SLAB,
SEE STRUCTURAL
DRAWINGS
GROUT OFOI
SCHLUTER STRIP
OFOI
VINYL PLANK
FLOORING
FLOOR ART
INLAY OFOI.
LEGEND
VINYL PLANK FLOORING
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A2.3
7-11-2014
ENLARGED FLOOR
PLAN - NW
REF 3/8" = 1'-0" (22x34); 3/16" = 1'-0" (11x17)A2.3
A1 ENLARGED FLOOR PLAN - NW
GENERAL NOTES:
1. SEE SHEET A4.4 FOR PARTITION TYPES
2. ALL PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS SPECIFICALLY
INDICATED OTHERWISE
ENTRY DECK 100:
1. CARD READER, OFCI, SEE ELECTRICAL DRAWINGS
2. ADA DOOR ACTUATOR, ROUGH-IN ONLY, SEE ELECTRICAL DRAWINGS
ARCTIC ENTRY 101:
1. CARD READER, OFCI, SEE ELECTRICAL DRAWINGS
2. 8'x4' BULLETIN BOARD CASE RELOCATED FROM EXISTING BUILDING, OFCI
3. ADA DOOR ACTUATOR, ROUGH-IN ONLY, SEE ELECTRICAL DRAWINGS
ENTRY HALL 102:
1. 8'x4' BULLETIN BOARD CASE RELOCATED FROM EXISTING BUILDING, OFCI
2. ADA DOOR ACTUATOR, ROUGH-IN ONLY, SEE ELECTRICAL DRAWINGS
LOBBY 103:
1. FUTURE WALL MOUNTED FLAT SCREEN MONITOR, ROUGH-IN ONLY, SEE ELECTRICAL DRAWINGS
2. SOLID SURFACE COUNTERTOP
3. CABLE PASS THROUGH HOLE IN COUNTERTOP WITH GROMMET, COORDINATE LOCATION WITH OWNER
ADMIN HALL 104:
1. CARD READER, OFCI, SEE ELECTRICAL DRAWINGS
WOMEN'S R.R. 105:
1. WATER CLOSET, SEE MECHANICAL DRAWINGS
2. LAVATORY, SEE MECHANICAL DRAWINGS
3. RECESSED SANITARY NAPKIN/TAMPON VENDOR
4. SS GRAB BARS
5. 24" x 42" MIRROR WITH SS FRAME
6. SOAP DISPENSER, OFCI
7. PAPER TOWEL DISPENSER, OFCI
8. TOILET TISSUE DISPENSER
9. TOILET SEAT COVER DISPENSER
10. SANITARY NAPKIN DISPOSAL
MEN'S R.R. 106:
1. WATER CLOSET, SEE MECHANICAL DRAWINGS
2. URINAL, SEE MECHANICAL DRAWINGS
3. LAVATORY, SEE MECHANICAL DRAWINGS
4. TOILET COMPARTMENT
5. SS GRAB BARS
6. 24" x 42" MIRROR WITH SS FRAME
7. SOAP DISPENSER, OFCI
8. PAPER TOWEL DISPENSER, OFCI
9. TOILET TISSUE DISPENSER
10. TOILET SEAT COVER DISPENSER
JANITOR 107:
1. SHELF WITH MOP AND BROOM HOLDER
2. FLOOR SINK, SEE MECHANICAL DRAWINGS
CONFERENCE ROOM 108:
1. FLAT SCREEN MONITOR WITH WALL MOUNT BRACKET, OFCI, SEE ELECTRICAL DRAWINGS
2. PULL-OUT WASTE CONTAINER BASE CABINET
3. UPPER CABINETS, BASE CABINETS, AND SOLID SURFACE COUNTERTOP WITH BACKSPLASH
4. SINK, SEE MECHANICAL DRAWINGS
5. WARDROBE CABINET
HARBOR MASTER OFFICE 110:
1. CLOSET ORGANIZER SYSTEM
6" = 1'-0" (22x34); 3" = 1'-0" (11x17)A2.3
A3 FLOOR TRANSITION DETAIL
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
KEY PLAN
240320 PACAB Work Session Laydown-Uplands
G
21
H
F
3 4
F2
4.1
ADMIN STORAGE
111
ADMIN OPEN
OFFICE
112
PRINTER ALCOVE
113
2
A2
A4.2
SIM
VINYL FEATURE STRIP
1AC 1AC
(NO COUNTERTOP)
4' - 0"
A2.4
B3
A1
A
B
A5.6
A4.7
A3
TYP
A4.7
C3
A6.6
A1
2
F2
2"
VINYL FEATURE
STRIP
CARPET TILE
C3
A2.4
1"
VINYL FEATURE STRIP
CARPET TILE
VINYL PLANK FLOORING
CONCRETE SLAB, SEE
STRUCTURAL DRAWINGS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A2.4
7-11-2014
ENLARGED FLOOR
PLAN - SW
3/8" = 1'-0" (22x34); 3/16" = 1'-0" (11x17)A2.4
A1 ENLARGED FLOOR PLAN - SW
REF
GENERAL NOTES:
1. SEE SHEET A4.4 FOR PARTITION TYPES
2. ALL PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE
ABOVE UNLESS SPECIFICALLY INDICATED OTHERWISE
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A2.4
B3 FLOOR TRANSITION DETAIL
REF
6" = 1'-0" (22x34); 3" = 1'-0" (11x17)A2.4
C3 FLOOR TRANSITION DETAIL
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
LEGEND
VINYL PLANK FLOORING
KEY PLAN
240320 PACAB Work Session Laydown-Uplands
G
85
H
E
F
764
F2
4.1
A2
A4.2
PRIVATE HALL
118
MULTI-PURPOSE
BREAK ROOM
116
DEPUTY HARBOR
MASTER OFFICE
115
WASH DOWN
PATIO
124
2
3
1
1
2
STORAGE
117
OPERATIONS
114
2AE
2ACE
1ACE
2ACD
1ACD
2A
1A
1A
4A
A1
A
B
1
1
HOSE BIB,
SEE
MECHANICAL
DRAWINGS
B3
A4.3
A
B A1
B C1
A
A5.2
A5.4
A5.6
A4.7
A3
A4.7
C3
3
3
3
3
3
3 3
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A2.5
7-11-2014
ENLARGED FLOOR
PLAN - SE
REF 3/8" = 1'-0" (22x34); 3/16" = 1'-0" (11x17)A2.5
A1 ENLARGED FLOOR PLAN - SE
GENERAL NOTES:
1. SEE SHEET A4.4 FOR PARTITION TYPES
2. ALL PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS SPECIFICALLY INDICATED OTHERWISE
OPERATIONS 114:
1. SOLID SURFACE COUNTERTOP
2. VERTICAL PARTITION
3. CABLE PASS THROUGH HOLE IN COUNTERTOP WITH GROMMET, COORDINATE LOCATION WITH OWNER
MULTI-PURPOSE BREAK ROOM 116:
1. PULL-OUT WASTE CONTAINER IN BASE CABINET
2. UPPER CABINETS, BASE CABINETS, AND SOLID SURFACE COUNTERTOP WITH BACKSPLASH
3. SINK WITH OFCI GARBAGE DISPOSAL, SEE MECHANICAL AND ELECTRICAL DRAWINGS
WASH DOWN PATIO 124:
1. CARD READER, OFCI, SEE ELECTRICAL DRAWINGS
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
LEGEND
VINYL PLANK FLOORING
KEY PLAN
240320 PACAB Work Session Laydown-Uplands
FD
FD
FD
A
C
85
B
E
76
D
LOCKER ROOM
121
STORAGE/SHOP
123
UNISEX
RESTROOM
122
MECHANICAL
ROOM
120
PRIVATE HALL
118
WASH DOWN
PATIO
124
1
1
2
3
4
5
6
12
3
4
6
7
895
MEETING ROOM
119
ELEVATOR PIT BELOW
FOR FUTURE ELEVATOR,
SEE STRUCTURAL
DRAWINGS
1AE1AE2ACE
1BF
2A
1AD 2AE1AE
1AE
1AE
2A
2AE
1AE
2AE
C1
A
B
C
D
3
2
1
2222
2 2 2
1
1
1
1
1
1
1
ROOF ACCESS LADDER, SEE B2/A4.72AD
HOSE BIB, SEE
MECHANICAL
DRAWINGS
10
EQEQ
A
B
C
D
AB
BOLLARD, SEE
CIVIL DRAWINGS
11
SLOPE
SLOPE
SLOPE
TYP
A1
B1
SLOPE SLOPE
SLOPE SLOPE
A5.1
A5.5
A5.4
A4.7
A3 TYP
A4.7
A4
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A2.6
7-11-2014
ENLARGED FLOOR
PLAN - NE
REF 3/8" = 1'-0" (22x34); 3/16" = 1'-0" (11x17)A2.6
A1 ENLARGED FLOOR PLAN - NE
GENERAL NOTES:
1. SEE SHEET A4.4 FOR PARTITION TYPES
2. ALL PARTITIONS FULL HEIGHT TO UNDERSIDE OF STRUCTURE ABOVE UNLESS SPECIFICALLY INDICATED OTHERWISE
LOCKER ROOM 121:
1. (8) LARGE METAL LOCKERS (24" x 24")
2. (8) SMALL METAL LOCKERS (18" x 18")
3. BENCH (10" WIDE x 6' LONG)
UNISEX RESTROOM 122
1. SHOWER ENCLOSURE AND BASE, SEE MECHANICAL DRAWINGS
2. SOAP DISPENSER, OFCI
3. PAPER TOWEL DISPENSER, OFCI
4. 24" x 42" MIRROR WITH SS FRAME
5. TOILET SEAT COVER DISPENSER
6. LAVATORY, SEE MECHANICAL DRAWINGS
7. URINAL, SEE MECHANICAL DRAWINGS
8. WATER CLOSET, SEE MECHANICAL DRAWINGS
9. TOILET TISSUE DISPENSER
10. SS GRAB BARS
11. SANITARY NAPKIN DISPOSAL
STORAGE/SHOP 123:
1. WALL MOUNTED HARDWARE BIN STORAGE, OFCI
2. FLOOR MOUNTED AIR COMPRESSOR WITH OVERHEAD LINES, OFCI, SEE MECHANICAL AND ELECTRICAL DRAWINGS
3. POWER TOOL CABINET, OFCI
4. UTILITY SINK, SEE MECHANICAL DRAWINGS
5. PAINT STORAGE CABINET, OFCI
6. EVAPORATOR PIT WITH STEEL GRATE, SEE STRUCTURAL DRAWINGS
WASH DOWN PATIO 124:
1. CARD READER, OFCI, SEE ELECTRICAL DRAWINGS
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
LEGEND
VINYL PLANK FLOORING
KEY PLAN
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
8521
T.O. PARAPET
114' - 9"
76344.1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #3
PHENOLIC WALL
PANEL, COLOR #1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #2
PHENOLIC WALL
PANEL, COLOR #1
PREFINISHED ALUMINUM
PARAPET COPING TO
MATCH PHENOLIC WALL
PANEL COLOR #2
ROOF ACCESS LADDER
ALUMINUM
WINDOW SYSTEM
PROTECTION BOARD
EQ 1 4' - 0"4' - 0"EQ 1 EQ 2 4' - 0"
EQ 2
ON CURVED WALL ALIGN VERTICAL PANEL JOINTS
WITH STEEL COLUMNS, SEE STRUCTURAL DRAWINGS
FINISH GRADE, SEE CIVIL DRAWINGS
D
3/8" PHENOLIC WALL PANEL
VERTICAL JOINT, TYP, SEE A1/A4.7
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
ROOF TOP UNIT, SEE MECHANICAL DRAWINGS
EXPOSED CONCRETE COLUMN, TYP,
SEE STRUCTURAL DRAWINGS
COMPUTER ROOM UNIT, SEE
MECHANICAL DRAWINGS
ELECTRIC SERVICE EQUIPMENT,
SEE ELECTRICAL DRAWINGS
LIGHT FIXTURE, TYP, SEE
ELECTRICAL DRAWINGS
PROTECTION BOARD
PHENOLIC WALL PANEL ACCENT BAND, COLOR #3,
TERMINATE 2" ABOVE FINISH GRADE
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
SIREN, SEE
ELECT DRAWINGS ROOF ACCESS LADDER PLATFORM
ROOF ACCESS
LADDER GRAB BARS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A3.0
7-11-2014
SOUTH ELEVATION
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A3.0
C1 SOUTH ELEVATION
GENERAL NOTES:
1. SEE SHEET A6.1 FOR WINDOW/RELITE TYPES.
2. THE INDICATED ELEVATION DATUM'S ON THE
ARCHITECTURAL DRAWINGS ARE FOR REFERENCE
ONLY. SEE THE CIVIL DRAWINGS FOR THE FINAL
FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
ACGH
T.O. PARAPET
114' - 9"
BEFDF2
ALUMINUM WINDOW
SYSTEM, TYP
ROOF ACCESS
LADDER
ACCESS LADDER
SECURITY DOOR
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #3
PHENOLIC WALL
PANEL, COLOR #1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #2
PHENOLIC WALL
PANEL, COLOR #1
PREFINISHED ALUMINUM
PARAPET COPING TO
MATCH PHENOLIC WALL
PANEL COLOR #2
EQ 14' - 0"EQ 1 4' - 0"
HOSE BIBB,SEE MECHANICAL DRAWINGS HOSE BIBB,SEE
MECHANICAL DRAWINGS
EXPOSED CONCRETE
COLUMN, TYP, SEE
STRUCTURAL DRAWINGS
4' - 0"
SPACING
CONTINOUS
.
4' - 0"
.SPACING
CONTINOUS
D E B
3/8" PHENOLIC WALL PANEL
VERTICAL JOINT, TYP, SEE A1/A4.7
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
ROOF TOP UNIT, SEE
MECHANICAL DRAWINGS
LIGHT FIXTURE, TYP, SEE
ELECTRICAL DRAWINGS
POWER RECEPTACLE, TYP,
SEE ELECTRICAL DRAWINGS
BOILER WALL KIT,SEE
MECH DRAWINGS
LOUVER,SEE MECHANICAL DRAWINGS
CLOTHES DRYER VENT
WALL CAP,SEE MECH
DRAWINGS
GAS METER,SEE MECH
DRAWINGS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A3.1
7-11-2014
EAST ELEVATION
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A3.1
C1 EAST ELEVATION
GENERAL NOTES:
1. SEE SHEET A6.1 FOR WINDOW/RELITE TYPES.
2. THE INDICATED ELEVATION DATUM'S ON THE
ARCHITECTURAL DRAWINGS ARE FOR REFERENCE
ONLY. SEE THE CIVIL DRAWINGS FOR THE FINAL
FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
8 5 2 1
T.O. PARAPET
114' - 9"
7 6 344.1
ALUMINUM WINDOW SYSTEM, TYP
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #3
PHENOLIC WALL
PANEL, COLOR #1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #2
PHENOLIC WALL
PANEL, COLOR #1
PREFINISHED ALUMINUM
PARAPET COPING TO
MATCH PHENOLIC WALL
PANEL COLOR #2
STEEL COLUMN WITH HIGH PERFORMANCE COATING,
TYP, SEE STRUCTURAL DRAWINGS
HOSE BIBB, SEE MECHANICAL DRAWINGS
EQ 3
4' - 0"4' - 0"4' - 0"4' - 0"EQ 3EQ 1 4' - 0"4' - 0"4' - 0"4' - 0"
EQ 1
ROOF ACCESS LADDER
4' - 0"
EQ 2
SPACING
CONTINOUS
.
EQ 2
4' - 0"
.SPACING
CONTINOUS
A
SIREN, SEE ELECTRICAL
DRAWINGS
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
ROOF TOP UNIT, SEE
MECHANICAL DRAWINGS
OVERFLOW ROOF DRAIN
SPOUT, SEE MECHANCIAL
DRAWINGS
ANODIZED
ALUMINUM
FRAMED
ENTRANCE
COMPUTER ROOM UNIT, SEE
MECHANICAL DRAWINGS
ELECTRIC SERVICE EQUIPMENT,
SEE ELECTRICAL DRAWINGS
LIGHT FIXTURE, TYP, SEE
ELECTRICAL DRAWINGS
PROTECTION BOARD
COMPRESSED AIR OUTLET,
SEE MECHANCIAL DRAWINGS
POWER RECEPTACLE, TYP, SEE ELECTRICAL DRAWINGS
3/8" PHENOLIC WALL PANEL
VERTICAL JOINT, TYP, SEE A1/A4.7
LIGHT FIXTURE, TYP, SEE ELECTRICAL DRAWINGS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A3.2
7-11-2014
NORTH ELEVATION
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A3.2
C1 NORTH ELEVATION
GENERAL NOTES:
1. SEE SHEET A6.1 FOR WINDOW/RELITE TYPES.
2. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
A
T.O. PARAPET
114' - 9"
B
CIRCULAR WINDOW
EQ 1 4' - 0"4' - 0"4' - 0"4' - 0"EQ 1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #3
PHENOLIC WALL
PANEL, COLOR #1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #2
PHENOLIC WALL
PANEL, COLOR #1
PREFINISHED ALUMINUM
PARAPET COPING TO
MATCH PHENOLIC WALL
PANEL COLOR #2
C
3/8" PHENOLIC WALL PANEL
VERTICAL JOINT, TYP, SEE A1/A4.7
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
PROTECTION BOARD
LIGHT FIXTURE, SEE
ELECT DRAWINGS
COMPRESSED AIR OUTLET, SEE
MECHANICAL DRAWINGS
OVERFLOW ROOF DRAIN SPOUT,
SEE MECHANCIAL DRAWINGS POWER RECEPTACLE, SEE
ELECTRICAL DRAWINGS
EQ2EQ2
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
C
T.O. PARAPET
114' - 9"
B
EQ 14' - 0"4' - 0"EQ 1
CIRCULAR WINDOW
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #3
PHENOLIC WALL
PANEL, COLOR #1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #2
PHENOLIC WALL
PANEL, COLOR #1
PREFINISHED ALUMINUM PARAPET
COPING TO MATCH PHENOLIC
WALL PANEL COLOR #2
C
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
3/8" PHENOLIC WALL PANEL
VERTICAL JOINT, TYP, SEE A1/A4.7
PROTECTION BOARD
EQ2EQ2
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A3.3
7-11-2014
ENTRY DECK
ELEVATIONS
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A3.3
C1 ENTRY DECK ELEVATION EAST
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A3.3
C3 ENTRY DECK ELEVATION WEST
GENERAL NOTES:
1. SEE SHEET A6.1 FOR WINDOW/RELITE TYPES.
2. THE INDICATED ELEVATION DATUM'S ON THE
ARCHITECTURAL DRAWINGS ARE FOR
REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
A C G H
T.O. PARAPET
114' - 9"
B E FD F2
ALUMINUM WINDOW
SYSTEM, TYP
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #3
PHENOLIC WALL
PANEL, COLOR #1
PHENOLIC WALL PANEL
ACCENT BAND, COLOR #2
PHENOLIC WALL
PANEL, COLOR #1
PREFINISHED ALUMINUM
PARAPET COPING TO
MATCH PHENOLIC WALL
PANEL COLOR #2
EXPOSED CONCRETE COLUMN,
TYP, SEE STRUCTURAL DRAWINGS
HOSE BIBB, SEE
MECHANICAL DRAWINGS
EQ 1 4' - 0"EQ 14' - 0"
.SPACING
CONTINOUS
SPACING
CONTINOUS
.
A B D
3/8" PHENOLIC WALL PANEL
VERTICAL JOINT, TYP, SEE A1/A4.7
3/8" PHENOLIC WALL PANEL
HORIZONTAL JOINT, SEE A2/A4.7
ROOF TOP UNIT, SEE
MECHANICAL DRAWINGS
COMPUTER ROOM UNIT, SEE
MECHANICAL DRAWINGS
ELECTRIC SERVICE
EQUIPMENT, SEE
ELECTRICAL DRAWINGS
LINE OF BUILDING
BEYOND LIGHT FIXTURE, TYP, SEE
ELECTRICAL DRAWINGS
POWER RECEPTACLE, TYP,
SEE ELECTRICAL DRAWINGSPROTECTION BOARD
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A3.4
7-11-2014
WEST ELEVATION
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A3.4
C1 WEST ELEVATION
GENERAL NOTES:
1. SEE SHEET A6.1 FOR WINDOW/RELITE TYPES.
2. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
ACGH
C1
A4.0
A1
A4.1
T.O. PARAPET
114' - 9"
BEFDF2
CEILING, TYP
ROOF STRUCTURE,
TYP, SEE STRUCTURAL
DRAWINGS
TYP ROOF
ASSEMBLY,
SEE A1/A4.2
CURVED SOLID
PHENOLIC EXTERIOR
WALL ASSEMBLY,
SEE A1/A4.2
ALUMINUM
WINDOW SYSTEM
CONCRETE SLAB ON
METAL DECK, SEE
STRUCTURAL
DRAWINGS
ADMIN OPEN
OFFICE
112
LOBBY
103
ENTRY HALL
102
ARCTIC ENTRY
101
ENTRY DECK
100
A4.2
A2 SIM (NO COUNTERTOP)
A4.2
A3
CONCRETE SLAB ON
GRADE, SEE
STRUCTURAL
DRAWINGS
STEEL COLUMN
WITH HIGH
PERFORMANCE
COATING, SEE
STRUCTURAL
DRAWINGS
EXPOSED
CONCRETE
COLUMN, SEE
STRUCT DWG
INSULATED
CONCRETE FORM
FOUNDATION
WALL, SEE
STRUCT DWG
A4.6
A2 SIM, OPP
A4.6
A2
SIM
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
8 5 2 1
A1
A4.0
T.O. PARAPET
114' - 9"
7 6 344.1
CEILING, TYP
ROOF STRUCTURE,
TYP, SEE STRUCTURAL
DRAWINGS
TYP ROOF ASSEMBLY,
SEE A1/A4.2
TYP EXTERIOR WALL ASSEMBLY, SEE A1/A4.2
ALUMINUM WINDOW SYSTEM
CONCRETE SLAB ON GRADE, SEE STRUCTURAL DRAWINGS
MULTI-PURPOSE
BREAK ROOM
116
STORAGE
117
LOBBY
103
HARBOR MASTER
OFFICE
110
ADMIN HALL
104
A4.2
A1
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.0
7-11-2014
BUILDING SECTIONS
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A4.0
A1 BUILDING SECTION
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A4.0
C1 BUILDING SECTION
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
2. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE UNLESS
SPECIFICALLY SHOWN OTHERWISE.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
8 5 2 1
A1
A4.0
T.O. PARAPET
114' - 9"
7 6 344.1
A4.2
A1
CEILING, TYP ROOF STRUCTURE, TYP,
SEE STRUCTURAL
DRAWINGS
TYP ROOF ASSEMBLY,
SEE A1/A4.2
TYP EXTERIOR WALL ASSEMBLY, SEE A1/A4.2
ALUMINUM WINDOW SYSTEM
CONCRETE SLAB ON GRADE, SEE STRUCTURAL DRAWINGS
STORAGE/SHOP
123
LOCKER ROOM
121
ARCTIC ENTRY
101
MEN'S R.R.
106
ADMIN HALL
104
CONFERENCE
ROOM
108
A4.6
C1
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.1
7-11-2014
BUILDING SECTIONS
1/4" = 1'-0" (22x34); 1/8" = 1'-0" (11x17)A4.1
A1 BUILDING SECTION
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
2. ALL PARTITIONS EXTEND TO UNDERSIDE OF STRUCTURE UNLESS
SPECIFICALLY SHOWN OTHERWISE.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
TYP EXTERIOR WALL ASSEMBLY:
SOLID PHENOLIC EXTERIOR WALL
PANELS OVER
ALUMINUM SUB-FRAMING, SEE
STRUCT DWG FOR
FASTENERS TO
SHEATHING, OVER
WEATHER BARRIER OVER
OSB WALL SHEATHING, SEE
STRUCT DWG, OVER
WOOD STUDS, SEE
STRUCT DWG, WITH
TWO LAYERS R-15 BATT
INSULATION IN STUD
CAVITY OVER
WALL VAPOR RETARDER OVER
1/2" GYPSUM WALL BOARD
WALL BASE, AS
SCHEDULED
CONCRETE SLAB ON
GRADE, SEE STRUCT DWG
TYP ROOF ASSEMBLY:
EPDM ROOF MEMBRANE OVER
1/2" COVER BOARD OVER
TAPERED ROOF INSULATION OVER
BASE LAYER OF ROOF INSULATION OVER
ROOF VAPOR RETARDER OVER
PLYWOOD ROOF SHEATHING, SEE STRUCT DWG OVER
ROOF STRUCTURE, SEE STRUCT DWG
FINISH GRADE, SEE
CIVIL DWG
PROTECTION
BOARD
2" RIGID
PERIMETER
INSULATION
PREFINISHED ALUMINUM
PARAPET COPING A4.8
B1
A4.8
A2
A4.8
A1
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 2 1/2"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 1"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 2"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 1"
ALUMINUM SUB-FRAMING, SEE
STRUCT DWG FOR
FASTENERS TO SHEATHING
2' - 0"
HORIZONTAL PANEL JOINT
5/8" TYPE X GYPSUM BOARD
T.O. SLAB
100' - 0"
T.O. STRUCTURE
113' - 0"
T.O. PARAPET
114' - 9"
A4.3
A1
ALUMINUM WINDOW SYSTEM
CURVED EXTERIOR WALL ASSEMBLY:
CURVED SOLID PHENOLIC EXTERIOR WALL PANELS OVER
ALUMINUM SUB-FRAMING, SEE STRUCT DWG FOR
FASTENERS TO SHEATHING, OVER
WEATHER BARRIER OVER
CURVED OSB WALL SHEATHING, SEE STRUCT DWG, OVER
2x4 WOOD STUDS @ 8" OC, SEE STRUCT DWG, WITH
R-15 BATT INSULATION IN STUD CAVITY OVER
1/4" AIR SPACE OVER
2x4 WOOD STUDS @ 8" OC, SEE STRUCT DWG, WITH
R-15 BATT INSULATION IN STUD CAVITY OVER
WALL VAPOR RETARDER OVER
CURVED 1/2" GYPSUM WALL BOARD - DRY BEND
PREFINISHED ALUMINUM
PARAPET COPING
CURVED SOLID PHENOLIC
EXTERIOR WALL PANELS ON
2 1/2" ALUMINUM SUB-
FRAMING, SEE STRUCT DWG
FOR FASTENERS TO
SHEATHING
CURVED SOLID PHENOLIC
EXTERIOR WALL PANELS ON
1" ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
CURVED SOLID PHENOLIC
EXTERIOR WALL PANELS ON
2" ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
CURVED SOLID PHENOLIC
EXTERIOR WALL PANELS ON
1" ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
HORIZONTAL PANEL JOINT
CURVED SOLID PHENOLIC
EXTERIOR WALL PANELS ON
1" ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
A4.8
A1
A4.8
B1
EXPOSED CONCRETE COLUMN,
SEE STRUCTURAL DRAWINGS
TYP ROOF ASSEMBLY,
SEE A1/A4.2
CONCRETE SLAB
ON METAL DECK,
SEE STRUCT DWG
SIM
5/8" TYPE X GYPSUM
BOARD UNDER 1x4
WOOD FURRING
STRIPS @ 24" OC
ENTRY DECK
100
T.O. STRUCTURE
PHENOLIC SOFFIT PANELS UNDER
1" ALUMINUM SUB-FRAMING, SEE
STRUCT DWG FOR FASTENERS
TO SHEATHING, UNDER
WEATHER BARRIER UNDER
1/2" PLYWOOD SHEATHING UNDER
2X6 JOISTS, SEE STRUCT DWG
4x8
TUBE STEEL COLUMN WITH
HIGH PERFORMANCE COATING,
SEE STRUCTURAL DRAWINGS
TYP ROOF ASSEMBLY,
SEE A1/A4.2
A4.8
B1 SIM, OPP
PREFINISHED ALUMINUM PARAPET COPING
SOLID PHENOLIC EXTERIOR WALL PANELS ON
1" ALUMINUM SUB-FRAMING, SEE STRUCT DWG
FOR FASTENERS TO SHEATHING
PREFINISHED ALUMINUM
PARAPET COPING
SOLID PHENOLIC
EXTERIOR WALL PANELS
ON 1" ALUMINUM SUB-
FRAMING, SEE STRUCT
DWG FOR FASTENERS
TO SHEATHING
SOLID PHENOLIC
EXTERIOR WALL
PANELS ON 2"
ALUMINUM SUB-
FRAMING, SEE
STRUCT DWG FOR
FASTENERS TO
SHEATHING
SOLID PHENOLIC EXTERIOR WALL
PANELS ON 1" ALUMINUM SUB-
FRAMING, SEE STRUCT DWG
FOR FASTENERS TO SHEATHING
ALUMINUM ENTRANCE SYSTEM
EPDM MEMBRANE, EXTEND UP
WALL TO A POINT 6" ABOVE
BOTTOM OF PHENOLIC WALL
PANEL, EXTEND UNDER
WEATHER BARRIER
CONCRETE SLAB ON GRADE,
SEE STRUCTURAL DRAWINGS
EXPANSION JOINT, SEE
STRUCTURAL DRAWINGS
2" RIGID PERIMETER INSULATION2' - 0"
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.2
7-11-2014
WALL SECTIONS
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.2
A1 WALL SECTION - TYPICAL
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.2
A2 WALL SECTION AT CURVED WALL
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.2
A3 WALL SECTION AT ENTRY DECK
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL DRAWINGS ARE FOR
REFERENCE ONLY. SEE THE CIVIL DRAWINGS FOR THE FINAL FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
2 LAYERS 3/4" PT PLYWOOD BOTTOM
PLATE, CUT TO WALL CURVE
BASEBOARD HEAT SYSTEM,
SEE MECHANICAL DRAWINGS
WOOD TRIM
2x6 WOOD STUDS @ 8" O.C.
2 1/2" x 2 1/2" x 1/4" STEEL ANGLE
COUNTERTOP BRACKET @ 48" OC,
PAINT TO MATCH WALL PAINT
CURVED 1/2" GYPSUM WALL BOARD - DRY BEND
3/4" THICK CURVED SOLID SURFACE
COUNTERTOP WITH EASED EDGE
VENTED SOLID SURFACE SILL WITH BULLNOSE EDGE
2 LAYERS 3/4" PT PLYWOOD TOP PLATE, CUT TO WALL CURVE
PREFINISHED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 1/2" OVER
PHENOLIC PANEL BELOW,
COLOR TO MATCH PHENOLIC
WALL PANEL ACCENT BAND
COLOR #3
CURVED SOLID PHENOLIC
EXTERIOR WALL
ASSEMBLY, SEE A2/A4.2
A4.3
A3
CURVED 1/2" GYPSUM WALL BOARD - DRY BEND
3/4" DIAMETER THROUGH BOLTS TO STUDS
3/4" PLYWOOD
SIMPSON H3 STRAP AT EACH STUD WITH STEEL ANGLE,
ATTACH TO BOTTOM OF CURVED PLATE
2' - 6"
6"
PREFINISHED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 1/2" OVER
PHENOLIC PANEL BELOW,
COLOR TO MATCH PHENOLIC
PANEL COLOR #1
PREFINISHED BLACK
PERFORATED ALUMINUM
CLOSURE FLASHING
WEATHER BARRIER, EXTEND
TO BOTTOM OF WALL
SHEATHING
CURVED OSB WALL
SHEATHING, SEE
STRUCTURAL DRAWINGS
BLOCKING, SEE
STRUCTURAL DRAWINGS,
ALIGN WITH PANEL JOINTS
EXPOSED CONCRETE
COLUMN, SEE STRUCTURAL
DRAWINGS
CURVED PT PLATE, SEE
STRUCTURAL DRAWINGS
CURVED PLATE, SEE
STRUCTURAL DRAWINGS
RIGID PERIMETER
INSULATION, THICKNESS
VARIES
BEAM SADDLE, SEE
STRUCTURAL DRAWINGS
GLU LAM BEAM, SEE
STRUCTURAL DRAWINGS
CEDAR 1x6, SEE
STRUCTURAL DRAWINGS
7" SPRAY
POLYURETHANE
FOAM INSULATOIN
POLYUREA
INSULATION COATING
CONCRETE SLAB ON METAL DECK,
SEE STRUCTURAL DRAWINGS, SEE
FINISH SCHEDULE FOR FLOOR FINISH
A4.3
B4
VENT SLOTS, 5" LONG,
8" OC, CENTERED
BETWEEN STUDS
VENTED SOLID
SURFACE SILL WITH
BULLNOSE EDGE
2 1/4"
1/4"
1/2"
1/4"
1/2"
1/4"
1/2"
1/4"
1/2"1/4"
1/2"
1/4"
CUT OPENING IN
BOTH PLYWOOD TOP
PLATES, 5 1/2" LONG,
8" OC, CENTERED
BETWEEN STUDS
1"4 1/2"
1/2"
SEALANT
ALUMINUM WINDOW
SYSTEM
WALL VAPOR RETARDER,
SEAL TO WOOD WINDOW
SILL FRAMING
CURVED PLATE, SEE
STRUCTURAL DRAWINGSCURVED EXTERIOR WALL
ASSEMBLY, SEE A2/A4.2
GLASS AS SCHEDULED,
SEE SHEET A6.1
BACKER ROD AND
SEALANT
WEATHER BARRIER
FLASHING AT JAMB, WRAP
OVER WEATHER BARRIER
WEATHER BARRIER
CURVED SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM SUB-FRAMING
VARIES
PREFINISHED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 1/2" OVER
PHENOLIC PANEL BELOW,
COLOR TO MATCH PHENOLIC
PANEL COLOR #1
T.O. SLAB
100' - 0"
1 1/2" THICK SOLID
SURFACE PARTITION
WITH EASED EDGES
SOLID SURFACE
COUNTERTOP
2" x 2" x 1/8" STEEL ANGLE
EACH SIDE, PAINT TO
MATCH WALL PAINT
2" x 2" x 1/8" STEEL ANGLE
EACH SIDE, PAINT TO
MATCH WALL PAINT
EXTEND CARPET
TILES OVER
STEEL ANGLES
3/4" PLYWOOD
CURVED 1" THICK
WOOD TRIM WITH
SEMI-TRANSPARENT
STAIN FINISH, TYP
1/4" BEVELED
EDGE, TYP
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.3
7-11-2014
CURVED WALL
DETAILS
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.3
A1 CURVED WALL BASE DETAIL
6" = 1'-0" (22x34); 3" = 1'-0" (11x17)A4.3
A3 VENTED SOLID SURFACE SILL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.3
B3 CURVED WORK COUNTER DETAIL
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON
THE ARCHITECTURAL DRAWINGS ARE FOR
REFERENCE ONLY. SEE THE CIVIL
DRAWINGS FOR THE FINAL FINISHED
FLOOR ELEVATION.
6" = 1'-0" (22x34); 3" = 1'-0" (11x17)A4.3
B4 TRIM DETAIL
WOOD BASEBOARD
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
1/2" GYPSUM WALL BOARD OVER
2x4 WOOD STUDS @
24" OC OVER
1/2" GYPSUM WALL BOARD
1 2
1/2" GYPSUM WALL BOARD OVER
2x6 WOOD STUDS @
24" OC OVER
1/2" GYPSUM WALL BOARD
3 4
1' - 0"1' - 2"
1/2" GYPSUM WALL BOARD OVER
2x6 WOOD STUDS @
24" OC OVER
1/2" GYPSUM WALL BOARD
AIR SPACE OVER
2x6 WOOD STUDS @
24" OC OVER
1/2" GYPSUM WALL BOARD OVER
2x4 WOOD STUDS @
24" OC OVER
1/2" GYPSUM WALL BOARD
AIR SPACE OVER
2x4 WOOD STUDS @
24" OC OVER
CONCRETE SLAB ON GRADE,
SEE STRUCTURAL DRAWINGS
F-1
CONCRETE SLAB ON
METAL DECKING, SEE
STRUCTURAL DRAWINGS,
OVER
7" SPRAY POLYURETHANE
FOAM INSULATOIN, OVER
POLYUREA INSULATION
COATING
F-2
FLOOR FINISH, AS
SCHEDULED, OVER
FLOOR FINISH, AS
SCHEDULED, OVER
SLAB VAPOR RETARDER
2" SAND, SEE STRUCTURAL
DRAWINGS
ROOF VAPOR
RETARDER OVER
C-1
ROOF FRAMING, SEE
STRUCT DWG, OVER
5/8" TYPE X GYPSUM BOARD
C-2
RIGID ROOF INSULATION OVER
5/8" TYPE X GYPSUM BOARD
1x4 WOOD FURRING STRIPS
@ 24" OC OVEREXPOSED GLU
LAM BEAM WITH
CLEAR
TRANSPARENT
FINISH, SEE
STRUCTURAL
DRAWINGS
1" QUARTER
ROUND WOOD
TRIM WITH SEMI-
TRANSPARENT
STAIN FINISH AT
EACH SIDE OF
BEAM
PLYWOOD ROOF SHEATHING,
SEE STRUCTURAL
DRAWINGS, OVER
ROOF FRAMING, SEE
STRUCT DWG, OVER
5/8" TYPE X GYPSUM
BOARD OVER
C-3
7/8" HAT CHANNELS AT 16"
OC OVER
3" CARRYING CHANNELS AT
48" OC OVER
RETURN AIR PLENUM OVER
WIRE HANGERS
ROOF FRAMING, SEE
STRUCT DWG, OVER
5/8" TYPE X GYPSUM
BOARD OVER
C-4
ACOUSTICAL CEILING
PANELS
METAL SUSPENSION
SYSTEM OVER
RETURN AIR PLENUM OVER
WIRE HANGERS
5/8" TYPE X GYPSUM BOARD
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.4
7-11-2014
ASSEMBLY TYPES
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)
PARTITION TYPES
PARTITION TYPE MODIFICATIONS
A ADD 3 1/2" SOUND ATTENUATION BLANKET IN STUD CAVITY OF 2x4 WOOD STUD PARTITIONS OR 5 1/2" SOUND ATTENUATION BLANKET IN STUD CAVITY OF 2x6 WOOD STUD PARTITIONS, IN
WALLS WITH TWO STUD CAVITIES ADD SOUND ATTENUATION BLANKET IN BOTH STUD CAVITIES
B OMIT 1/2" GYPSUM WALL BOARD ON ONE SIDE OF PARTITION ONLY
C ADD WALL SHEATHING BETWEEN WOOD STUD AND GYPSUM WALL BOARD ON ONE SIDE OF PARTITION ONLY, SEE STRUCTURAL DRAWINGS
D REPLACE 1/2" GYPSUM WALL BOARD WITH 5/8" TYPE X GYPSUM WALL BOARD ON ONE SIDE OF PARTITION ONLY
E REPLACE 1/2" GYPSUM WALL BOARD WITH 5/8" TYPE X GYPSUM WALL BOARD ON BOTH SIDES OF PARTITION, 1 HOUR FIRE RATED WALL UL DESIGN NUMBER U314
F PARTITION TO EXTEND TO UNDERSIDE OF FINISHED CEILING ONLY
G REPLACE 1/2" GYPSUM WALL BOARD WITH TWO LAYERS OF 1/4" FLEXIBLE GYPSUM WALL BOARD - WET BEND ON BOTH SIDES OF PARTITION, CHANGE WOOD STUD SPACING TO 6" OC
PARTITION TYPE NOTES:
1. ALL PARTITIONS ARE TO BE FULL HEIGHT TO STRUCTURE ABOVE UNLESS INDICATED OTHERWISE.
2. SEE PARTITION TYPE MODIFICATIONS FOR ALL MODIFICATIONS TO BASIC PARTITIONS.
3. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF BEARING WALLS AND SHEAR WALLS.
4. SEE ROOM FINISH SCHEDULE SHEET A6.2 FOR LOCATIONS OF MOISTURE RESISTANT GYPSUM BOARD.
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)
FLOOR TYPES
CEILING TYPE NOTES:
1. SEE REFLECTED CEILING PLAN (A1/A2.1) FOR CEILING HEIGHTS.
2. NO COMBUSTIBLES ARE PERMITTED IN THE RETURN AIR PLENUM.
3. SEISMICALLY BRACE ALL SUSPENDED CEILING AND SOFFIT SYSTEMS PER IBC SECTION 1613.
4. SEE FINISH SCHEDULE SHEET A6.2 FOR ACOUSTICAL CEILING PANEL AND CEILING FINISHES.
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)
CEILING TYPES
FLOOR TYPE NOTE:
1. SEE FINISH SCHEDULE SHEET A6.2 FOR FLOOR FINISH.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
OPEN BELOW
COUNTER
3/4" SOLID SURFACE
COUNTERTOP WITH
EASED EDGE
3/4" PLYWOOD
PARTITION TYPE 1
WALL BASE, AS
SCHEDULED WALL BASE, AS
SCHEDULED
3/4" SOLID SURFACE
COUNTERTOP WITH
EASED EDGE
3/4" PLYWOOD
ADJUSTABLE SHELF
ADJUSTABLE SHELF
BASE SHELF
VERTICAL SUPPORT
BEYOND
WALL BASE, AS
SCHEDULED
ADJUSTABLE SHELF
DRAWER
SOLID SURFACE
COUNTERTOP AND
BACKSPLASH WITH
EASED EDGE
ADJUSTABLE
SHELF
T.O. SLAB
100' - 0"
FIXED SHELF
HANGER ROD
BASE, AS
SCHEDULED
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.5
7-11-2014
CASEWORK
DETAILS
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.5
A1 LOBBY COUNTER SECTION
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.5
A2 LOBBY COUNTER SECTION
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.5
B1 WARDROBE CABINET SECTION
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON
THE ARCHITECTURAL DRAWINGS ARE FOR
REFERENCE ONLY. SEE THE CIVIL
DRAWINGS FOR THE FINAL FINISHED
FLOOR ELEVATION.
2. SEE SHEET A4.4 FOR PARTITION TYPES
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.5
A4 TYPICAL CASEWORK SECTION
240320 PACAB Work Session Laydown-Uplands
T.O. STRUCTURE
113' - 0"
1/2" GYPSUM BOARD
1x4 WOOD FURRING AT 24" OC
PLYWOOD ROOF SHEATHING,
SEE STRUCT DWG
5/8" TYPE X GYPSUM BOARD
GLU LAM BEAM, SEE STRUCT DWG
7/16" OSB SHEATHING
2x4 WOOD STUDS AT 24" OC
2x4 WOOD PLATE
METAL CORNER BEAD
5/8" TYPE X
GYPSUM BOARD
2X4 NAILER
1/2" GYPSUM
BOARD
1/2" GYPSUM BOARD
METAL CORNER BEAD
ACOUSTICAL CEILING
PANELS
METAL SYSPENSION
SYSTEM
RETURN AIR
PLENUM
T.O. STRUCTURE
113' - 0"
1/2" GYPSUM BOARD
1x4 WOOD FURRING AT 24" OC
PLYWOOD ROOF SHEATHING,
SEE STRUCT DWG
5/8" TYPE X GYPSUM BOARD
GLU LAM BEAM WITH CLEAR TRANSPARENT FINISH, TYP, SEE STRUCT DWG
7/16" OSB SHEATHING
2x4 WOOD STUDS AT 24" OC
2x4 WOOD PLATE
METAL CORNER BEAD
1" QUARTER ROUND WOOD TRIM WITH SEMI-
TRANSPARENT STAIN FINISH AT EACH SIDE OF
BEAM, TYPICAL OF ALL EXPOSED GLU LAM BEAMS
7/8" HAT CHANNELS
AT 16" OC
3" CARRYING CHANNELS
AT 48" OC
5/8" TYPE X
GYPSUM BOARD
3" CHANNEL
CURVED 1/2" GYPSUM
BOARD - DRY BEND
11"
7/8" HAT CHANNEL AT 8" OC
2x8 AT EACH BCI, CUT
CURVE TO 30'-0" RADIUS
RETURN AIR PLENUM RETURN AIR PLENUM
BCI, SEE STRUCTURAL
DRAWINGS
DEGREE METAL STRAP BRACE AT 45 DEGREE
ANGLE BETWEEN EACH LIGHT FIXTURE
1/2" GYPSUM BOARD
7/8" HAT CHANNEL AT 16" OC
METAL CORNER BEAD
1/2" GYPSUM BOARD
METAL CORNER BEAD
1/2" GYPSUM BOARD
7/8" HAT CHANNEL AT 16" OC
5/8" TYPE X
GYPSUM BOARD
1/2" GYPSUM
BOARD
ACOUSTICAL CEILING
PANELS
METAL SYSPENSION
SYSTEM
2x4 WOOD STUDS AT 24" OC
7/16" OSB SHEATHING
1/2" GYPSUM WALL BOARD
3" CARRYING
CHANNEL AT 24" OC
11"
LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS
STRIP LIGHT FIXTURES,
OVERLAP 6", SEE
ELECTRICAL DRAWINGS
LINE OF BOTTOM OF
RETURN AIR DUCT,
SEE MECHANCIAL
DRAWINGS
5"9"
3" CARRYING CHANNELS
3" CARRYING CHANNELS
5/8" TYPE X GYPSUM BOARD
5/8" TYPE X GYPSUM
BOARD
1/2" GYPSUM
WALL BOARD
7/8" HAT CHANNELS
9"5"
METAL
CORNER BEAD
3" CHANNEL
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.6
7-11-2014
CEILING DETAILS
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.6
A1 CEILING TRANSITION DETAIL
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.6
A2 CEILING TRANSITION DETAIL
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.6
C1 CONFERENCE ROOM CEILING DETAIL
1 1/2" = 1'-0" (22x34); 3/4" = 1'-0" (11x17)A4.6
A3 RESTROOM CEILING DETAIL
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
PREFINISHED BLACK VERTICAL
ALUMINUM SUB-FRAMING
WEATHER BARRIER
STAINLESS STEEL NEOPRENE
WASHERED FASTENER,
COLOR TO MATCH PHENOLIC
WALL PANEL COLOR, TYP
1"
3/8"
1"
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, SEE
STRUCTURAL DRAWINGS,
BLACK
SOLID PHENOLIC
EXTERIOR WALL
PANEL
TYP EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
GRID
PREFINISHED BLACK
VERTICAL ALUMINUM
SUB-FRAMING
WEATHER BARRIER
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, COLOR
TO MATCH PHENOLIC WALL
PANEL COLOR, TYP
SOLID PHENOLIC EXTERIOR
WALL PANEL
PREFINISHED BLACK
ALUMINUM DRIP FLASHING,
CONTINUOUS AT
HORIZONTAL PANEL JOINT
GRID
PREFINISHED BLACK VERTICAL
ALUMINUM SUB-FRAMING, TYP
WEATHER BARRIER
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, COLOR
TO MATCH PHENOLIC WALL
PANEL COLOR, TYP
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, SEE
STRUCTURAL DRAWINGS, TYP
SOLID PHENOLIC EXTERIOR
WALL PANEL, TYP
TYP EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
1"
PREFINISHED BLACK
ALUMINUM INSIDE CORNER
CLOSURE FLASHING
GRID
GRID
PREFINISHED BLACK VERTICAL
ALUMINUM SUB-FRAMING
WEATHER BARRIER
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, COLOR
TO MATCH PHENOLIC WALL
PANEL COLOR CENTERED
BETWEEN PANEL JOINTS, TYP
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, SEE
STRUCTURAL DRAWINGS,
BLACK
SOLID PHENOLIC
EXTERIOR WALL
PANEL
TYP EXTERIOR
WALL ASSEMBLY,
SEE A1/A4.2
GRID
PREFINISHED BLACK
ALUMINUM SUB-FRAMING
WEATHER BARRIER
STAINLESS STEEL
NEOPRENE WASHERED
FASTENER, COLOR TO
MATCH PHENOLIC SOFFIT
PANEL COLOR, TYP
1"
3/8"
1"
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, SEE
STRUCTURAL DRAWINGS,
BLACK
SOLID PHENOLIC
EXTERIOR SOFFIT
PANEL
2x6 WOOD
JOIST, SEE
STRUCTURAL
DRAWINGS PLYWOOD SHEATHING, SEE
STRUCTURAL DRAWINGS
3"
1"
GRID
GRID
GRID
1"
PREFINISHED BLACK VERTICAL
ALUMINUM SUB-FRAMING, TYP
WEATHER BARRIER
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, COLOR
TO MATCH PHENOLIC WALL
PANEL COLOR, TYP
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, SEE
STRUCTURAL DRAWINGS, TYP
SOLID PHENOLIC EXTERIOR
WALL PANEL, TYP
TYP EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
PREFINISHED BLACK
ALUMINUM INSIDE CORNER
CLOSURE FLASHING
CURVED EXTERIOR
WALL ASSEMBLY,
SEE A2/A4.2
PREFINISHED
BLACK
ALUMINUM
SUB-FRAMING
WEATHER BARRIER
STAINLESS STEEL
NEOPRENE WASHERED
FASTENER, COLOR TO
MATCH PHENOLIC SOFFIT
PANEL COLOR, TYP
STAINLESS STEEL NEOPRENE
WASHERED FASTENER, SEE
STRUCTURAL DRAWINGS,
BLACK
SOLID PHENOLIC
EXTERIOR SOFFIT
PANEL
2x6 WOOD
JOIST, SEE
STRUCTURAL
DRAWINGS PLYWOOD SHEATHING, SEE
STRUCTURAL DRAWINGS
PREFINISHED BLACK
VERTICAL ALUMINUM
SUB-FRAMING
FASTENER, SEE STRUCTURAL DRAWINGS, ALIGN WITH PHENOLIC
PANEL FASTENERS AT INTERMEDIATE VERTICAL SUPPORT
SOLID PHENOLIC
EXTERIOR WALL PANEL
TYP EXTERIOR
WALL ASSEMBLY,
SEE A1/A4.2
8
2' - 0"
FASTENER, SEE
STRUCTURAL DRAWINGS,
ALIGN WITH FASTENERS IN
VERTICAL ALUMINUM SUB-
FRAMING AT VERTICAL JOINT
PREFINISHED BLACK VERTICAL ALUMINUM SUB-FRAMING
ALUMINUM SIDERAIL
ALUMINUM BRACKET
ALUMINUM WRUNG
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.7
7-11-2014
PHENOLIC PANEL
DETAILS
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.7
A1 TYPICAL VERTICAL JOINT
PHENOLIC WALL PANEL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.7
A2 TYPICAL HORIZONTAL JOINT
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.7
A3 TYPICAL OUTSIDE CORNER
PHENOLIC WALL PANEL PHENOLIC WALL PANEL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.7
B1 VERTICAL INTERMEDIATE SUPPORT
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.7
C1 PANEL TYPICAL JOINT
PHENOLIC WALL PANEL TYPICAL
3" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.7
C3 CURVED PHENOLIC WALL PANEL INSIDE CORNER
3" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.7
C2 INTERMEDIATE SUPPORT
PHENOLIC SOFFIT PANEL TYPICALPHENOLIC SOFFIT
3" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.7
B2 ROOF ACCESS LADDER ATTACHMENT DETAIL
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
PHENOLIC WALL PANEL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.7
A4 TYPICAL INSIDE CORNER
240320 PACAB Work Session Laydown-Uplands
1/2"
1'-0"
EPDM ROOF MEMBRANE, CONTINUOUS UP
BACK SIDE OF PARAPET, OVER TOP OF
PARAPET AND EXTEND 6" DOWN FRONT
OF PARAPET
GASKETED FASTENER AT 24" OC
CONTINUOUS PT WOOD PLATE SHIMMED
TO SLOPE WITH 1/4" DIAMETER GALVANIZED
SCREWS AT 24" OC STAGGERED
R-21 BATT INSULATION IN
PARAPET FRAMING CAVITY, SEE
STRUCTURAL DRAWINGS FOR
PARAPET FRAMING DETAILS
R-21 BATT INSULATION IN ROOF
FRAMING CAVITY, SEE STRUCTURAL
DRAWINGS FOR FRAMING DETAILS
WALL VAPOR RETARDER, SEAL
TO EACH SIDE OF ROOF
FRAMING MEMBER AND TO
PLYWOOD ROOF SHEATHING
TYP ROOF ASSEMBLY, SEE
A1/A4.2
ROOF VAPOR RETARDER, SEAL
TO PLYWOOD ROOF SHEATHING
PREFINISHED ALUMINUM
PARAPET COPING
CONTINUOUS COPING
CLIP
WEATHER BARRIER,
EXTEND UNDER EPDM
MEMBRANE
SOLID PHENOLIC
EXTERIOR WALL PANEL
ON 1" ALUMINUM SUB-
FRAMING, SEE STRUCT
DWG FOR FASTENERS
TO SHEATHING, EXTEND
TO TOP OF WALL BEHIND
PARAPET COPING
TYP EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
PREFINISHED BLACK
ALUMINUM DRIP FLASHING
AT HORIZONTAL PANEL
JOINT
OSB SHEATHING, SEE
STRUCTURAL DRAWINGS
TYP EXTERIOR
WALL ASSEMBLY,
SEE A1/A4.2
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 2"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 1"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 1"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
PREFINISHED BLACK
ALUMINUM PERFORATED
BASE CLOSURE
PREFINISHED BLACK
ALUMINUM PERFORATED
TOP CLOSURE
PREFINISHED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 1/2"
OVER PHENOLIC PANEL
BELOW, COLOR TO
MATCH PHENOLIC WALL
PANEL ACCENT BAND
COLOR #2
PREFINISHED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 1/2"
OVER PHENOLIC PANEL
BELOW, COLOR TO MATCH
PHENOLIC WALL PANEL
ACCENT BAND COLOR #3
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 2 1/2"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
SOLID PHENOLIC EXTERIOR
WALL PANELS ON 1"
ALUMINUM SUB-FRAMING,
SEE STRUCT DWG FOR
FASTENERS TO SHEATHING
PREFINISHED BLACK
ALUMINUM PERFORATED
BASE CLOSURE
TYP EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
WALL BASE, AS SCHEDULED
WEATHER BARRIER, WRAP
OVER ALUM ZEE FLASHING
PREFINISHED BLACK
ALUMINUM ZEE FLASHING,
EXTEND OVER TOP EDGE
OF PROTECTION BOARD
PROTECTION
BOARD
RIGID PERIMETER
INSULATION
SS FASTENER AT
8" OC
PT WOOD NAILER
RIGID PERIMETER
INSULATION
PT WOOD PLATE, SEE
STRUCTRUAL DRAWINGS
CONCRETE SLAB ON GRADE,
SEE STRUCTRUAL DRAWINGS
SLAB VAPOR
RETARDER
2" SAND
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.8
7-11-2014
WALL DETAILS
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.8
B1 ROOF PARAPET DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.8
A1 ACCENT BAND DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.8
A2 WALL BASE DETAIL
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
C
A1
A4.9
IN RETURN AIR PLENUM, WRAP
JOIST WITH GYPSUM WALL BOARD
HYDRONIC BASEBOARD, SEE
MECHANICAL DRAWINGS
ROOF DRAIN, SEE MECHANICAL
DRAWINGS
PHENOLIC SOFFIT PANELS UNDER
1" ALUMINUM SUB-FRAMING UNDER
WEATHER BARRIER UNDER
1/2" PLYWOOD SHEATHING UNDER
2X6 JOISTS, SEE STRUCT DRAWINGS, WITH
RIGID INSULATION IN JOIST CAVITY UNDER
VAPOR RETARDER UNDER
1/2" GYPSUM BOARD
TYP ROOF ASSEMBLY,
SEE A1/A4.2
PREFINISHED ALUMINUM
PARAPET COPING
TYPICAL EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
CONTINUOUS
OPENING FOR
FULL LENGTH
OF INSULATED
CHASE, WRAP
OPENING
WITH 1/2"
GYPSUM
BOARD
CEILING, AS
SCHEDULED
RETURN AIR
PLENUM
SOLID PHENOLIC EXTERIOR WALL PANELS OVER
ALUMINUM SUB-FRAMING OVER
WEATHER BARRIER OVER
OSB WALL SHEATHING, SEE STRUCT DWG, OVER
WOOD STUDS, SEE STRUCT DWG, WITH
R-21 BATT INSULATION IN STUD CAVITY OVER
JOIST RIM BOARDS OVER
WALL VAPOR RETARDER OVER
1/2" GYPSUM WALL BOARD
A4.8
B1 SIM, OPP
RIGID
INSULATION
HEADER, SEE
STRUCT DWG
1/2" GYPSUM BOARD UNDER
PLYWOOD ROOF SHEATHING
6
C1
A4.9
IN RETURN AIR PLENUM,
WRAP EACH JOIST WITH
GYPSUM WALL BOARD
ROOF DRAIN, SEE
MECHANICAL DRAWINGS
PHENOLIC SOFFIT PANELS UNDER
1" ALUMINUM SUB-FRAMING UNDER
WEATHER BARRIER UNDER
1/2" PLYWOOD SHEATHING UNDER
2x6 JOISTS, SEE STRUCT DRAWINGS, WITH
RIGID INSULATION IN JOIST CAVITY UNDER
VAPOR RETARDER UNDER
1/2" GYPSUM BOARD
TYP ROOF ASSEMBLY,
SEE A1/A4.2
TYPICAL
EXTERIOR
WALL
ASSEMBLY,
SEE A1/A4.2
CONTINUOUS OPENING IN WALL
BEYOND FOR FULL LENGTH OF
INSULATED CHASE, WRAP OPENING
WITH 1/2" GYPSUM BOARD
OVERFLOW ROOF DRAIN,
SEE MECHANICAL DRAWINGS
RETURN AIR
PLENUM
1/2" PLYWOOD SHEATHING OVER
2x8 WOOD STUDS AT 24" OC WITH
2 LAYERS R-15 BATT INSULATION
IN STUD CAVITY OVER
WOOD JOISTS OVER
VAPOR RETARDER OVER
1/2" GYPSUM BOARD
A4.8
B1
SIM, OPP
RTU, SEE MECHANICAL
DRAWINGS
1/4" NEOPRENE GASKET
CONTINUOUS AROUND
PERIMETER OF CURB
GALVANIZED METAL
FLASHING WITH DRIP EDGE
1 1/2" RIGID ROOF INSULATION
GALVANIZED METAL CURB
PER MANUFACTURER
FASTENER PER
MANUFACTURER
PT 2x4 WOOD NAILER
EPDM MEMBRANE,
CONTINUE UP CURB
1/2" PT PLYWOOD
CANT STRIP
TYP ROOF ASSEMBLY,
SEE A1/A4.2
WOOD CURB, SEE
STRUCTURAL DRAWINGS
GLU LAM BEAM, SEE
STRUCTURAL DRAWINGS
ROOF VAPOR RETARDER,
CONTINUE INSIDE CURB
6" RIGID ROOF INSULATION,
CONTINUE INSIDE CURB
1/4" / 12"
MINIMUM
1/4" / 12"
MINIMUM
1' - 0"1' - 0"
2' - 0"
A2
A4.9
T.O. STRUCTURE
113' - 0"
2' - 0"
PIPE INSULATION, SEE
MECHANICAL DRAWINGS
UNDER DECK DRAIN
BODY CLAMP
CONTINUOUS ROOF
VAPOR RETARDER
CLAMP ROOF
MEMBRANE INTO
DRAIN CLAMPING
RING
ROOF DRAIN, SEE
MECHANICAL
DRAWINGS
OVERFLOW ROOF DRAIN, SEE
MECHANICAL DRAWINGS
ROOF STRUCTURE, SEE
STRUCTURAL DRAWINGS
PLYWOOD ROOF
SHEATHING, SEE
STRUCTURAL
DRAWINGS
EPDM ROOF
MEMBRANE
1/2" COVER BOARD
BASE LAYER OF
ROOF INSULATION
T.O. STRUCTURE
113' - 0"
SEAL FLASHING TO
ROOF MEMBRANE PER
MANUFACTURER'S
RECOMMENDATION
PIPE / CONDUIT AS
INDICATED, SEE
MECHANICAL AND
ELECTRICAL DRAWINGS
MASTIC OR SEALANT
STAINLESS STEEL CLAMP
PIPE INSULATION,
SEE MECHANICAL
DRAWINGS
PREMOLDED PIPE
FLASHING
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A4.9
7-11-2014
ROOF DETAILS
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.9
C1 INSULATED ROOF DRAIN CHASE AT ENTRY DECK
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.9
A1 INSULATED ROOF DRAIN CHASE AT ENTRY DECK
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A4.9
B3 RTU CURB DETAIL
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.9
A4 TYP ROOF DRAIN PLAN
ROOF DRAIN,
SEE
MECHANICAL
DRAWINGS
OVERFLOW
ROOF DRAIN,
SEE
MECHANICAL
DRAWINGS
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.9
A2 TYP ROOF DRAIN DETAIL
1" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A4.9
B2 TYP PIPE PENETRATION DETAIL
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
D
3' - 6"1' - 0"42" SS
HORIZONTAL
GRAB BAR
B
TOILET SEAT COVER
DISPENSER
TOILET
TISSUE
DISPENSER
WALL BASE, AS SCHEDULED
3' - 4"
1' - 3"
18" SS
VERTICAL
GRAB BAR
36" SS
HORIZONTAL
GRAB BAR
ACCESSIBLE
WATER
CLOSET, SEE
MECH DWG
PAPER TOWEL
DISPENSER,
OFCI
URINAL, SEE
MECH DWG
24"x42" MIRROR
WITH SS FRAME
SOAP
DISPENSER, OFCI
ACCESSIBLE LAVATORY, SEE
MECH DWG, INSULATE DRAIN AND
HOT WATER SUPPLY LINE
C
1' - 6"
1' - 0"2' - 0"
WALL BASE, AS
SCHEDULED
TOILET
COMPARTMENT
A
ALUMINUM WINDOW
SYSTEM
HORIZONTAL LOUVER
BLINDS
T.O. SLAB
100' - 0"
BWALL BASE, AS
SCHEDULED
ALUMINUM WINDOW
SYSTEM
FLAT SCREEN MONITOR WITH
WALL MOUNT BRACKET, OFCI,
SEE ELECTRICAL DRAWINGS,
PROVIDE BLOCKING
T.O. SLAB
100' - 0"
D
ALUMINUM WINDOW SYSTEM
BASE, AS SCHEDULED
HORIZONTAL LOUVER BLINDS
3' - 0"2' - 0"1' - 6"1' - 6"1' - 6"3' - 0"1' - 0"
3' - 0"2' - 0"3' - 0"1' - 6"3' - 0"1' - 0"3' - 0"
UNDERCOUNTER
REFRIGERATOR (NIC)
C
UPPER CABINETS
SOLID SURFACE
COUNTERTOP AND
BACKSPLASH
BASE CABINETS
PULL-OUT WASTE CONTAINER BASE CABINET
WARDROBE CABINET
A4
A4.5
B1
A4.5
WALL BASE, AS SCHEDULED
SINK, SEE MECH DWG
SCRIBE
SCRIBE
SCRIBE
FIXED SHELF
HANGER ROD
ADJUSTABLE SHELF, TYP
ADJUSTABLE SHELF, TYP
A
TOILET COMPARTMENT
8"3' - 0"
56" MIN
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A5.0
7-11-2014
INTERIOR
ELEVATIONS
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.0
B1 CONFERENCE ROOM 108 INTERIOR ELEVATIONS
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.0
A1 MEN'S RESTROOM 106 INTERIOR ELEVATIONS
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
ALUMINUM WINDOW
SYSTEM
WALL BASE, AS
SCHEDULED
HORIZONTAL LOUVER
BLINDS
BA
WALL BASE, AS
SCHEDULED
B
1' - 6"
URINAL, SEE MECH DWG
2' - 0"1' - 0"
C
SHOWER
BASE AND
ENCLOSURE,
SEE MECH
DWG SOAP
DISPENSER,
OFCI
WALL BASE, AS SCHEDULED
24"x42"
MIRROR WITH
SS FRAME
PAPER
TOWEL
DISPENSER,
OFCI
T.O. SLAB
100' - 0"
D
WASHER AND DRYER POINT OF
CONNECTION, SEE MECHANICAL
AND ELECTRICAL DRAWINGS
ACCESSIBLE
LAVATORY, SEE
MECH DWG,
INSULATE DRAIN
AND HOT WATER
SUPPLY LINE
WALL BASE, AS SCHEDULED
A
TOILET SEAT
COVER
DISPENSER
18" SS
VERTICAL
GRAB BAR
42" SS
HORIZONTAL
GRAB BAR
36" SS
HORIZONTAL
GRAB BAR
TOILET
TISSUE
DISPENSER
ACCESSIBLE
WATER CLOSET,
SEE MECH DWGSANITARY NAPKIN
DISPOSAL
WALL BASE, AS
SCHEDULED
3' - 4"
3' - 6"1' - 0"
T.O. SLAB
100' - 0"
CLOSET ROD
SHELF, TYP
CLOSET
ROD
DRAWER, 3
EACH, TYP
VERTICAL
SUPPORT, TYP
1' - 6"2' - 0"1' - 0"
WALL
MOUNTED
CLOSET
ORGANIZER
SYSTEM
A
T.O. SLAB
100' - 0"
PAPER TOWEL
DISPENSER,
OFCI
24"x42" MIRROR
WITH SS FRAME
ACCESSIBLE LAVATORY, SEE
MECH DWG, INSULATE DRAIN AND
HOT WATER SUPPLY LINE
WALL BASE, AS
SCHEDULED
2' - 0"1' - 0"
1' - 3"
1' - 6"
42" SS
HORIZONTAL
GRAB BAR
TOILET SEAT COVER DISPENSER
TOILET TISSUE DISPENSER
WALL BASE, AS SCHEDULED
18" SS VERTICAL
GRAB BAR
ACCESSIBLE
WATER CLOSET,
SEE MECH DWG
3' - 6"1' - 0"
3' - 4"
36" SS
HORIZONTAL
GRAB BAR
SOAP
DISPENSER, OFCI
SANITARY NAPKIN
DISPOSAL
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A5.1
7-11-2014
INTERIOR
ELEVATIONS
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.1
A1 HARBOR MASTER OFFICE 110 INTERIOR ELEVATIONS
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.1
C1 UNISEX RESTROOM 123 INTERIOR ELEVATIONS
HARBOR MASTER CLOSET
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.1
A4 INTERIOR ELEVATION
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON
THE ARCHITECTURAL DRAWINGS ARE FOR
REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.1
B1 WOMEN'S RESTROOM 105 INTERIOR ELEVATIONS
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
3' - 0"1' - 0"2' - 0"
1' - 6"1' - 6"3' - 0"3' - 0"
A
BASE CABINETS
UPPER CABINETS
PULL-OUT WASTE CONTAINER
BASE CABINET
POINT OF
CONNECTION FOR
COFFEE MAKER,
SEE MECHANICAL
AND ELECTRICAL
DRAWINGS
POINT OF
CONNECTION FOR
REFRIGERATOR,
SEE MECHANICAL
AND ELECTRICAL
DRAWINGS
A4
A4.5
WALL BASE, AS
SCHEDULED
ADJUSTABLE SHELF, TYP
ADJUSTABLE
SHELF, TYP
T.O. SLAB
100' - 0"
B
ANGLED CORNER
UPPER CABINET
L-SHAPED CORNER
BASE CABINET
SOLID SURFACE
COUNTERTOP
AND
BACKSPLASH
BASE CABINETS
UPPER CABINETS
WALL BASE, AS
SCHEDULED
ALUMINUM WINDOW SYSTEM
2' - 9"2' - 0"1' - 0"2' - 0"
2' - 0"1' - 0"2' - 0"1' - 0"3' - 0"2' - 0"1' - 3"
HORIZONTAL LOUVER BLINDS
A4
A4.5
SINK WITH OFCI
GARBAGE DISPOSAL,
SEE MECH AND ELECT
DRAWINGS
ADJUSTABLE SHELF, TYP
ADJUSTABLE SHELF, TYP
SHELF WITH
MOP AND
BROOM
HOLDERS
FLOOR SINK,
SEE MECH
DWG
WALL BASE, AS
SCHEDULED
T.O. SLAB
100' - 0"
WALL BASE, AS
SCHEDULED
T.O. SLAB
100' - 0"
ADA DOOR
ACTUATOR, ROUGH-IN
ONLY, SEE
ELECTRICAL
DRAWINGS
CARD READER, OFCI,
SEE ELECTRICAL
DRAWINGS
8'x4' BULLETIN BOARD
CASE RELOCATED FROM
EXISTING BUILDING, OFCI,
PROVIDE BLOCKING
A
WALL BASE, AS
SCHEDULED
B
CABINET UNIT HEATER, SEE
MECHANICAL DRAWINGS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A5.2
7-11-2014
INTERIOR
ELEVATIONS 1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.2
A1 MULTI-PURPOSE BREAK ROOM 116 INTERIOR ELEVATIONS
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.2
C1 JANITOR 107 INTERIOR ELEVATIONS
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.2
C2 ARCTIC ENTRY 101 INTERIOR ELEVATIONS
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
FUTURE FLAT SCREEN
MONITOR WITH WALL MOUNT
BRACKET, ROUGH IN ONLY
SEE ELECTRICAL DRAWINGS,
PROVIDE BLOCKING
ADA DOOR ACTUATOR, ROUGH-IN
ONLY, SEE ELECTRICAL DRAWINGS
8'x4' BULLETIN BOARD
CASE RELOCATED FROM
EXISTING BUILDING, OFCI,
PROVIDE BLOCKING
A
WALL BASE, AS
SCHEDULED
A1
A4.5
BASE CABINET WITH
LOCKING DOORS
B
SOLID SURFACE
COUNTERTOP
WALL BASE, AS
SCHEDULED
ADJUSTABLE
SHELF
A2
A4.5
T.O. SLAB
100' - 0"
A2
A4.5
C
SOLID SURFACE
COUNTERTOP
WALL BASE, AS
SCHEDULED
SOLID SURFACE
COUNTERTOP
A1
A4.5
T.O. SLAB
100' - 0"
A2
A4.5
SOLID SURFACE
COUNTERTOP
VERTICAL
SUPPORT, TYP
QUARTER CIRCLE
ADJUSTABLE
SHELF
WALL BASE, AS
SCHEDULED
A1
A4.5
A
ADJUSTABLE
SHELF
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A5.3
7-11-2014
INTERIOR
ELEVATION
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.3
A1 LOBBY 103 INTERIOR ELEVATIONS
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL DRAWINGS ARE FOR
REFERENCE ONLY. SEE THE CIVIL DRAWINGS FOR THE FINAL FINISHED FLOOR ELEVATION.
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.3
C3 ADMIN HALL 104 INTERIOR ELEVATIONS
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
B
F
T.O. SLAB
100' - 0"
A
WALL BASE, AS SCHEDULED
HORIZONTAL LOUVER BLINDS
HOLLOW METAL RELITE
F
HORIZONTAL LOUVER BLINDS
ALUMINUM WINDOW SYSTEM
A
FIRE
EXTINGUISHER
WITH WALL
MOUNT BRACKET
UTILITY SINK,
SEE MECH
DRAWINGS
WALL MOUNTED
HARDWARE BIN
STORAGE, OFCI,
PROVIDE BLOCKING
WALL BASE, AS
SCHEDULED
T.O. SLAB
100' - 0"
B
ALUMINUM WINDOW SYSTEM
PAINT STORAGE
CABINET, OFCI,
PROVIDE BLOCKING
POWER TOOL
CABINET, OFCI,
PROVIDE BLOCKING
FLOOR MOUNTED AIR
COMPRESSOR WITH OVERHEAD
LINES, OFCI, SEE MECH AND
ELECT DRAWINGS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A5.4
7-11-2014
INTERIOR
ELEVATION
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.4
A1 DEPUTY HARBOR MASTER OFFICE 115
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
2. SEE SHEET A6.1 FOR WINDOW/RELITE TYPES.
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.4
B1 STORAGE/SHOP 123 INTERIOR ELEVATIONS
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
METAL
LOCKER, TYP
CONTINUOUS
ZEE BASE
LOCKER
BENCH
A
T.O. SLAB
100' - 0"
METAL LOCKER, TYP
METAL FILLER PANEL
TO MATCH LOCKERS
CONTINUOUS ZEE BASE
FIRE EXTINGUISHER
CABINET
B
WALL BASE, AS
SCHEDULED
T.O. SLAB
100' - 0"
METAL LOCKER, TYP
METAL FILLER PANEL
TO MATCH LOCKERS
CONTINUOUS ZEE BASE
C WALL BASE, AS
SCHEDULED D
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A5.5
7-11-2014
INTERIOR
ELEVATION
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.5
A1 LOCKER ROOM 121 INTERIOR ELEVATIONS
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
T.O. SLAB
100' - 0"
A1
A4.5
SOLID SURFACE
COUNTERTOP
VERTICAL
SUPPORT
QUARTER
CIRCLE
ADJUSTABLE
SHELF
BASE CABINET
B
WALL BASE, AS SCHEDULED
VERTICAL
SUPPORT
ADJUSTABLE
SHELF
EQ EQ
A2
A4.5
WOOD TRIM, SEE B4/A4.3VENTED SOLID SURFACE SILL, SEE A3/A4.3
A
ALUMINUM WINDOW
SYSTEM
HORIZONTAL LOUVER
BLINDS
T.O. SLAB
100' - 0"
G
ALUMINUM RELITE
SYSTEM
HORIZONTAL LOUVER
BLINDS
SOLID SURFACE
COUNTERTOP
WALL BASE, AS
SCHEDULED
B
SOLID SURFACE SILLWOOD TRIM, SEE B4/A4.3 VENTED SOLID
SURFACE SILL,
SEE A3/A4.3
A
SOLID SURFACE
PARTITION, SEE B3/A4.3
ALUMINUM WINDOW
SYSTEM
HORIZONTAL LOUVER
BLINDS
SOLID SURFACE COUNTERTOP
2 1/2" x 2 1/2" x 1/4" STEEL ANGLE
COUNTERTOP BRACKET @ 48" OC,
PAINT TO MATCH WALL PAINT, TYP2" x 2" x 1/8" STEEL ANGLE EACH SIDE,
PAINT TO MATCH WALL PAINT
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A5.6
7-11-2014
INTERIOR
ELEVATIONS
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.6
A1 ADMIN OPEN OFFICE 112 INTERIOR ELEVATIONS
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)A5.6
C1 OPERATIONS 114 INTERIOR ELEVATIONS
GENERAL NOTES:
1. THE INDICATED ELEVATION DATUM'S ON THE ARCHITECTURAL
DRAWINGS ARE FOR REFERENCE ONLY. SEE THE CIVIL DRAWINGS
FOR THE FINAL FINISHED FLOOR ELEVATION.
2. SEE SHEET A6.1 FOR WINDOW/RELITE TYPES
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
ALUM ALUMINUM
FF FACTORY FINISH
FRP FIBERGLASS REINFORCED PLASTIC
HM HOLLOW METAL
NA NOT APPLICABLE
P&P PRIMED AND PAINTED
SCWD SOLID CORE WOOD
STL STEEL
TB-ALUM THERMAL BREAK ALUMINUM
DOOR SCHEDULE LEGEND
1
FINISH FLOOR
32
6"
2 1/2"2 1/2"
4
MIN
9"
ROOM-IDENTIFICATION
SIGN, TYP LOCATION AT
LATCH SIDE OF DOOR
FINISH FLOOR
5
EQ EQ
2"
SCHEDULE
SEE DOOR 2"
1
FINISH FLOOR
1' - 2"1' - 2"
5' - 8"
3' - 4"
2"2"
2
1' - 2"1' - 2"
5' - 8"
3' - 4"
2"2"
3
GLASS
TYPE
GL-4
GLASS
TYPE
GL-2
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A6.0
7-11-2014
DOOR SCHEDULE,
DOOR AND FRAME
TYPES
DOOR SCHEDULE
DOOR
NUMBER
FIRE
RATING
DOOR GLASS FRAME DETAILS
HARDWARE
SET NUMBER REMARKS
SIZE
TYPE INSULATED MATERIAL FINISH TYPE SIZE (W x H) TYPE INSULATED MATERIAL FINISH HEAD JAMB
THRESH
OLDWIDTH HEIGHT THICKNESS
101-1 NONE 3' - 0" 7' - 0" 3 No TB-ALUM FF GL-5 VARIES 2 No TB-ALUM FF C1/A6.3 B1/A6.3 A1/A6.3 1
101-2 NONE 3' - 0" 7' - 0" 3 No ALUM FF GL-2 VARIES 3 No ALUM FF C2/A6.3 B2/A6.3 A2/A6.3 2
103-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 No SCWD CLEAR FF GL-2 24" x 36" 1 No HM P&P C4/A6.3 B4/A6.3 3
104-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 Yes FRP FF NA NA 1 Yes FRP FF C3/A6.3 B3/A6.3 AND A3/A6.6 A3/A6.3 16
105-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 4
106-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 4
107-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 18
108-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 No SCWD CLEAR FF GL-2 24" x 36" 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 6
109-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 7
110-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 No SCWD CLEAR FF GL-2 24" x 36" 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 8
110-2 NONE 5' - 0" 7' - 0" 1 3/4" 5 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 17
111-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 5
114-1 NONE 3' - 6" 7' - 0" 1 3/4" 2 No SCWD CLEAR FF GL-2 24" x 36" NA No NA NA 9 POCKET DOOR
115-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 No SCWD CLEAR FF GL-2 24" x 36" 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 8
116-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 Yes FRP FF GL-5 24" x 36" 1 Yes FRP FF C3/A6.3 B3/A6.3 A3/A6.3 16
117-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 10
118-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 No SCWD CLEAR FF GL-2 24" x 36" 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 11
119-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 No SCWD CLEAR FF GL-2 24" x 36" 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 11
119-2 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 8
120-1 NONE 4' - 0" 7' - 0" 1 3/4" 1 Yes FRP FF NA NA 1 Yes FRP FF C3/A6.3 B3/A6.3 A4/A6.3 12
122-1 NONE 3' - 0" 7' - 0" 1 3/4" 1 No SCWD CLEAR FF NA NA 1 No HM P&P C4/A6.3 B4/A6.3 A4/A6.3 14
123-1 NONE 3' - 0" 7' - 0" 1 3/4" 2 Yes FRP FF GL-5 24" x 36" 1 Yes FRP FF C3/A6.3 B3/A6.3 A3/A6.3 16
123-2 NONE 10' - 0" 8' - 0" 2" 4 Yes STL FF GL-7 25" x 13" NA No NA NA C1/A6.4 B1/A6.4 A1/A6.4 15 SECTIONAL OVERHEAD DOOR
123-3 NONE 3' - 0" 7' - 0" 1 3/4" 2 Yes FRP FF GL-2 24" x 36" 1 No HM P&P C4/A6.3 B4/A6.3 A2/A6.6 13
GENERAL NOTES:
1. SEE SPECIFICATION SECTION "GLAZING" FOR
GLASS TYPES.
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)
DOOR TYPES
1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)
FRAME TYPES
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FINISH FLOOR
GLASS
TYPE
GL-3
ALUMINUM
FRAME
HEAD DETAIL: C1 / A6.5
JAMB DETAIL: B1 / A6.5
SILL DETAIL: A1 / A6.5
GLASS
TYPE
GL-3
GLASS
TYPE
GL-3
GLASS
TYPE
GL-3
A
16' - 0"
EQ 1 4' - 0"4' - 0"EQ 1
GLASS
TYPE
GL-4
ALUMINUM
FRAME
HEAD DETAIL: C1 / A6.5
JAMB DETAIL: B1 / A6.5
SILL DETAIL: A1 / A6.5
GLASS
TYPE
GL-3
GLASS
TYPE
GL-3
B
12' - 0"
EQ 2 4' - 0"EQ 2
FINISH FLOOR
GLASS
TYPE
GL-3
ALUMINUM
FRAME
HEAD DETAIL: C1 / A6.5
JAMB DETAIL: B1 / A6.5
SILL DETAIL: A1 / A6.5
GLASS
TYPE
GL-1
HOLLOW
METAL FRAME
HEAD DETAIL: C3 / A6.5
JAMB DETAIL: B3 / A6.5
SILL DETAIL: A3 / A6.5
EQ 3 EQ 34' - 0"
6' - 0"
GLASS
TYPE
GL-1
HEAD DETAIL: C2 / A6.5
JAMB DETAIL: B2 / A6.5
SILL DETAIL: A2 / A6.5
GLASS
TYPE
GL-3
CIRCULAR
WINDOW
GLASS
TYPE
GL-2
ALUMINUM
FRAME
HEAD DETAIL: C3 / A6.4
RIGHT JAMB DETAIL: B3 / A6.4
LEFT JAMB DETAIL: A1/A6.6
SILL DETAIL: A3 / A6.4
5' - 0"
ALUMINUM
FRAME
C
GFE
FINISH FLOOR
GLASS
TYPE
GL-6
ALUMINUM
FRAME HEAD DETAIL: C2 / A6.4
JAMB DETAIL: B2 / A6.4
SILL DETAIL: A3 / A4.3
D
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
GLASS
TYPE
GL-6
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
FIELD VERIFY WIDTH, FACETED WINDOW SYSTEM WITH STEEL COLUMN AT EACH JAMB AND AT EACH VERTICAL MULLION
TYP VERTICAL MULLION DETAIL: A2/A6.4
VERTICAL MULLION AT INTERIOR RELITE JAMB: A1/A6.6
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A6.1
7-11-2014
WINDOW/RELITE
TYPES 1/2" = 1'-0" (22x34); 1/4" = 1'-0" (11x17)
WINDOW / RELITE TYPES
GENERAL NOTES:
1. SEE SPECIFICATION SECTION 088000 FOR
GLASS TYPES.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
APPLIED FINISHES
P1 SEMI-GLOSS PAINT
P2 HIGH PERFORMANCE COATING
S1 CONCRETE FLOOR SEALER
S2 TRANSPARENT FINISH
FF FACTORY FINISH
FLOORS
F1 CARPET TILE
F2 RUBBER FLOOR TILE
F3 VINYL PLANK FLOORING
F4 STATIC-DISSIPATIVE RUBBER TILE
F5 EXPOSED CONCRETE
BASE
B1 RUBBER BASE
WALLS
W1 GYPSUM WALL BOARD
W2 MOISTURE RESISTANT GYPSUM WALL BOARD
CEILINGS
C1 5/8" TYPE X GYPSUM BOARD
C2 2'x4' ACOUSTICAL CEILING TILE
C3 2'x2' ACOUSTICAL CEILING TILE
C4 5/8" TYPE X GYPSUM BOARD AND EXPOSED GLU LAM BEAMS
FINISH SCHEDULE LEGEND
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A6.2
7-11-2014
FINISH SCHEDULE
FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR BASE NORTH EAST SOUTH WEST CEILING
REMARKS
WALL WALL WALL WALL
101 ARCTIC ENTRY F3 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2 FF 9' - 0"
102 ENTRY HALL F3 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C4 P1/S2 12' - 11"
103 LOBBY F3 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C4 P1/S2 12' - 11"
104 ADMIN HALL F3 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2 FF 9' - 0"
105 WOMEN'S R.R. F3 FF B1 FF W2 P2 W2 P2 W2 P2 W2 P2 C1 P1 9' - 0"
106 MEN'S R.R. F3 FF B1 FF W2 P2 W2 P2 W2 P2 W2 P2 C1 P1 9' - 0"
107 JANITOR F5 S1 B1 FF W2 P2 W2 P2 W2 P2 W2 P2 C1 P1 9' - 0"
108 CONFERENCE ROOM F1 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C1, C3 P1, FF 0" COFFERED CEILING HEIGHTS: VARIES AT CENTER, 9'-6" AT PERIMETER
109 ELECTRICAL/IT ROOM F4 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C1 P1 11' - 6"
110 HARBOR MASTER OFFICE F3 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C3 FF 9' - 6"
111 ADMIN STORAGE F1 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C1 P1 9' - 0"
112 ADMIN OPEN OFFICE F1, F3 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C4 P1/S2 0" FLOOR FINISH VARIES (SEE A1/A2.4), CEILING HEIGHT VARIES (SEE A1/A2.1)
113 PRINTER ALCOVE F1 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C4 P1/S2 12' - 11"
114 OPERATIONS F2 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C4 P1/S2 12' - 11"
115 DEPUTY HARBOR MASTER OFFICE F2 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2 FF 9' - 6"
116 MULTI-PURPOSE BREAK ROOM F2 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2, C4 FF, P1/S2 0" C2 CEILING HEIGHT: 9'-0", C4 CEILING HEIGHT: 12' 11"
117 STORAGE F1 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2 FF 9' - 0"
118 PRIVATE HALL F2 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2 FF 9' - 0"
119 MEETING ROOM F1 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2 FF 9' - 0"
120 MECHANICAL ROOM F5 S1 B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C1 P1 11' - 6"
121 LOCKER ROOM F2 FF B1 FF W1 P1 W1 P1 W1 P1 W1 P1 C2 FF 8' - 6"
122 UNISEX RESTROOM F2 FF B1 FF W2 P2 W2 P2 W2 P2 W2 P2 C1 P1 9' - 0"
123 STORAGE/SHOP F5 S1 B1 FF W2 P2 W2 P2 W2 P2 W2 P2 C1 P1 11' - 6"
GENERAL NOTES:
1. ALL COLORS SHALL BE SELECTED BY ARCHITECT UNLESS INDICATED OTHERWISE.
2. WALLS INDICATED AS BEING PAINTED IN ROOMS THAT RECEIVE ACOUSTICAL CEILING TILE, ARE TO BE PAINTED APPROXIMATELY 4" ABOVE CEILING HEIGHT.
3. SEE PARTITION TYPES ON SHEET A4.4 FOR THICKNESS OF GYPSUM WALL BOARD.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
RIGID WALL
INSULATION
HEADER, SEE
STRUCT DWG
GLASS AS SCHEDULED,
SEE DOOR SCHEDULE
ANNODIZED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 1" OVER
DOOR FRAME, EXTEND 6"
UNDER WEATHER BARRIER
SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM
SUB-FRAMING
WEATHER BARRIER,
WRAP OVER ALUM
FLASHING
OSB WALL SHEATHING,
SEE STRUCT DWG
BACKER ROD
AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD HEADER WEATHER BARRIER
FLASHING AT JAMB
PREFINISHED BLACK PERFORATED
ALUM CLOSURE FLASHING
METAL CORNER
BEAD
SEALANT
ALUMINUM ENTRANCE
SYSTEM
1/2" GYPSUM WALL
BOARD
J-METAL
ALUMINUM ENTRANCE
SYSTEM, SEE DOOR
SCHEDULE
GLASS AS SCHEDULED,
SEE DOOR SCHEDULE
GLASS AS SCHEDULED,
SEE DOOR SCHEDULE
JAMB STUDS, SEE
STRUCT DWG
SEALANT
ALUMINUM ENTRANCE
SYSTEM, SEE DOOR
SCHEDULE
SOLID PHENOLIC
EXTERIOR WALL PANEL
WEATHER BARRIER, WRAP
UNDER ALUM FLASHING
BACKER ROD
AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD STUDS
WEATHER BARRIER
FLASHING AT JAMB
1/2" GYPSUM WALL
BOARD
ALUMINUM SUB-FRAMING
ANNODIZED ALUMINUM
FLASHING, LAP 3/4" OVER
ALUMINUM FRAME
METAL CORNER
BEAD
J-METAL
ALUMINUM ENTRANCE
SYSTEM, SEE DOOR
SCHEDULE
CONCRETE SLAB ON GRADE,
SEE STRUCTURAL DRAWINGS THERMAL BREAK
DOOR THRESHOLD
GLASS AS SCHEDULED,
SEE DOOR SCHEDULE
EXPANSION JOINT, SEE
STRUCTURAL DRAWINGS
HEADER, SEE
STRUCT DWG
GLASS AS
SCHEDULED, SEE
DOOR SCHEDULE
PARTITION TYPE 1,
SEE SHEET A4.4
BACKER ROD
AND SEALANT
ALUMINUM
ENTRANCE SYSTEM,
SEE DOOR SCHEDULE
1/2" GYPSUM WALL
BOARD
J-METAL
ALUMINUM ENTRANCE
SYSTEM, SEE DOOR
SCHEDULE
GLASS AS
SCHEDULED, SEE
DOOR SCHEDULE
GLASS AS SCHEDULED,
SEE DOOR SCHEDULE
ALUMINUM ENTRANCE
SYSTEM, SEE DOOR
SCHEDULE
JAMB STUDS, SEE
STRUCT DWG
PARTITION TYPE 1,
SEE SHEET A4.4
BACKER ROD
AND SEALANT
1/2" GYPSUM WALL
BOARD
J-METAL
ALUMINUM ENTRANCE
SYSTEM, SEE DOOR
SCHEDULE
CONCRETE SLAB ON GRADE,
SEE STRUCTURAL DRAWINGS
GLASS AS SCHEDULED,
SEE DOOR SCHEDULE
DOOR THRESHOLD
PARTITION, SEE
SHEET A4.4
HM FRAME, SEE
DOOR SCHEDULE
DOOR, SEE
DOOR SCHEDULE
.
CONTRACTOR VERIFY
1/2"1/2"
CONCRETE SLAB
ON GRADE, SEE
STRUCTURAL
DRAWINGS
DOOR THRESHOLD
VINYL DOOR SHOE
DOOR, SEE DOOR
SCHEDULE
PARTITION, SEE
SHEET A4.4
HM FRAME, SEE
DOOR SCHEDULE
DOOR, SEE
DOOR SCHEDULE.
CONTRACTOR VERIFY
1/2"1/2"
PREFINISHED ALUMINUM
FLASHING WITH HEMMED DRIP
EDGE, LAP 1" OVER DOOR FRAME,
EXTEND 6" UNDER WEATHER
BARRIER, COLOR TO MATCH
PHENOLIC PANEL COLOR #2
DOOR, SEE DOOR SCHEDULE
FRP FRAME, SEE
DOOR SCHEDULE
RIGID WALL
INSULATION
HEADER, SEE
STRUCT DWG
SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM
SUB-FRAMING
WEATHER BARRIER,
WRAP OVER ALUM
FLASHING
OSB WALL SHEATHING,
SEE STRUCT DWG
BACKER ROD AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD HEADER WEATHER BARRIER
FLASHING AT JAMB
PREFINISHED BLACK PERFORATED
ALUM CLOSURE FLASHING
METAL CORNER
BEAD
SEALANT
1/2" GYPSUM WALL
BOARD
J-METAL
PREFINISHED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 3/4" OVER
DOOR FRAME, EXTEND 6"
UNDER WEATHER BARRIER,
COLOR TO MATCH
PHENOLIC PANEL COLOR #2
DOOR, SEE DOOR
SCHEDULE
FRP FRAME, SEE
DOOR SCHEDULE
JAMB STUDS, SEE
STRUCT DWG
SEALANT
SOLID PHENOLIC
EXTERIOR WALL PANEL
WEATHER BARRIER, WRAP
UNDER ALUM FLASHING
BACKER ROD
AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD STUDS
WEATHER BARRIER
FLASHING AT JAMB
1/2" GYPSUM WALL
BOARD
ALUMINUM SUB-FRAMING
METAL CORNER
BEAD
J-METAL
CONCRETE SLAB ON
GRADE, SEE
STRUCTURAL DRAWINGS
THERMAL BREAK
DOOR THRESHOLD
DOOR, SEE DOOR
SCHEDULE
DOOR SWEEP
EXPANSION
JOINT, SEE
STRUCTURAL
DRAWINGS
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A6.3
7-11-2014
DOOR DETAILS
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
C1 DOOR 101-1 HEAD DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
B1 DOOR 101-1 JAMB DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
A1 DOOR 101-1 THRESHOLD DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
C2 DOOR 101-2 HEAD
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
B2 DOOR 101-2 JAMB
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
A2 DOOR 101-2 THRESHOLD
GENERAL NOTES:
1. SEE PARTITION TYPES ON SHEET A4.4 FOR
HOLLOW METAL FRAME THROAT DIMENSIONS.
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
C4 DOOR FRAME HEAD
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
A4 DOOR FRAME THRESHOLD
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
B4 METAL DOOR JAMB
INTERIOR HOLLOW METAL
INTERIOR HOLLOW
INTERIOR HOLLOW METAL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
C3 FRAME HEAD
EXTERIOR FRP DOOR
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
B3 DOOR FRAME JAMB
EXTERIOR FRP
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.3
A3 FRAME THRESHOLD
EXTERIOR FRP DOOR
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
SECTIONAL OVERHEAD DOOR
DOOR TRACK
PREFINISHED ALUMINUM
JAMB FLASHING, COLOR TO
MATCH PHENOLIC WALL
PANEL COLOR #2, WRAP ALL
THREE SIDES
WALL VAPOR RETARDER,
SEAL TO WOOD STUDS
EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
WEATHER BARRIER FLASHING AT
JAMB, WRAP ALL THREE SIDES
ALUMINUM SUB-FRAMING
SOLID PHENOLIC
EXTERIOR WALL PANEL
JAMB STUDS, SEE
STRUCT DWG
WEATHER BARRIER, WRAP
UNDER JAMB FLASHING
SEALANT
WEATHER STRIPPING
SECTIONAL
OVERHEAD DOOR
SOLID PHENOLIC EXTERIOR
WALL PANEL BEYOND
CONCRETE SLAB ON GRADE,
SEE STRUCTURAL DRAWINGS
EXPANSION JOINT, SEE
STRUCTURAL DRAWINGS
ALUMINUM SUB-FRAMING
BEYOND
PREFINISHED ALUMINUM
JAMB FLASHING BEYOND,
COLOR TO MATCH
PHENOLIC WALL PANEL
COLOR #2
SECTIONAL OVERHEAD DOOR
SOLID PHENOLIC EXTERIOR
WALL PANEL
HEADER, SEE STRUCT DWG
WALL VAPOR RETARDER,
SEAL TO WOOD HEADER
EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
ALUMINUM SUB-FRAMING
PREFINISHED ALUMINUM FLASHING,
COLOR TO MATCH PHENOLIC WALL
PANEL COLOR #2, WRAP ALL THREE
SIDES
OVERHEAD DOOR TRACK
WEATHER STRIPPING
RIGID WALL INSULATION
PRFINISHED ALUMINUM FLASHING
WITH HEMMED DRIP EDGE, COLOR
TO MATCH PHENOLIC WALL PANEL
COLOR #2
WEATHER BARRIER, WRAP OVER
ALUM FLASHING
OSB WALL SHEATHING, SEE
STRUCT DWG
WEATHER BARRIER FLASHING AT
JAMB, WRAP ALL THREE SIDES
PREFINISHED BLACK PERFORATED
ALUM CLOSURE FLASHING
SEALANT
EXTERIOR ANODIZED ALUMINUM BRAKE
METAL FILLER, SEE DETAIL C1 ON SHEET A6.6
INTERIOR ANODIZED ALUMINUM BRAKE
METAL FILLER, SEE DETAIL C1 ON SHEET A6.6
ALUMINUM WINDOW SYSTEM
GLASS AS SCHEDULED, SEE SHEET A6.1
SEALANT, TYP
STEEL COLUMN, SEE
STRUCTURAL DRAWINGS,
WRAP COLUMN WITH
SEPARATOR MATERIAL
WOOD SHIM, TYP
171.79°
SEALANT, TYP
3/4" RIGID WALL INSULATION
SEALANT
ALUMINUM RELITE
SYSTEM GLASS AS SCHEDULED,
SEE SHEET A6.1
BACKER ROD
AND SEALANT
SOLID SURFACE
SILL
RELITE SILL
FRAMING
1/2"
PARTITION, SEE
SHEET A4.4
GLASS AS SCHEDULED,
SEE SHEET A6.1
BACKER ROD
AND SEALANT
METAL CORNER
BEAD
SEALANT
ALUMINUM RELITE
SYSTEM
1/2" GYPSUM WALL
BOARD
J-METAL
METAL CORNER
BEAD
HEADER, SEE
STRUCT DWG
PARTITION, SEE
SHEET A4.4
SEALANT
ALUMINUM RELITE
SYSTEM
GLASS AS SCHEDULED,
SEE SHEET A6.1
BACKER ROD
AND SEALANT
1/2" GYPSUM WALL
BOARD
METAL CORNER
BEAD
J-METAL
JAMB STUDS, SEE
STRUCT DRAWINGS
PARTITION, SEE
SHEET A4.4
STEEL COLUMN,
SEE STRUCTURAL
DRAWINGS,
WRAP COLUMN
WITH SEPARATOR
MATERIAL
SEALANT
ALUMINUM WINDOW
SYSTEM GLASS AS SCHEDULED,
SEE SHEET A6.1
CURVED SOLID PHENOLIC
EXTERIOR WALL PANEL
WEATHER BARRIER, WRAP
UNDER ALUM FLASHING
PLYWOOD SHIM
CURVED EXTERIOR
WALL ASSEMBLY,
SEE A2/A4.2
WALL VAPOR
RETARDER, SEAL
TO STEEL COLUMN WEATHER BARRIER
FLASHING AT JAMB
1/2" GYPSUM WALL
BOARD
ALUMINUM SUB-FRAMING
METAL CORNER
BEAD
J-METAL
ANNODIZED ALUMINUM
FLASHING, WRAP JAMB
BACKER ROD AND SEALANT
RIGID WALL
INSULATION,
THICKNESS VARIES
HEADER, SEE
STRUCT DWG
GLASS AS SCHEDULED,
SEE SHEET A6.1
ANNODIZED ALUMINUM
FLASHING WITH
HEMMED DRIP EDGE
SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM
SUB-FRAMING
WEATHER BARRIER,
WRAP OVER ALUM
FLASHING
OSB WALL SHEATHING,
SEE STRUCT DWG
BACKER ROD
AND SEALANT
CURVED EXTERIOR
WALL ASSEMBLY,
SEE A2/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD HEADER
WEATHER BARRIER
FLASHING AT JAMB
INSECT SCREENMETAL CORNER
BEAD
SEALANT
ALUMINUM WINDOW
SYSTEM
1/2" GYPSUM WALL
BOARD
J-METAL ANNODIZED ALUMINUM
FLASHING, WRAP HEAD
VARIES
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A6.4
7-11-2014
DOOR AND WINDOW
DETAILS
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
B1 SECTIONAL OVERHEAD DOOR JAMB
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
A1 SECTIONAL OVERHEAD DOOR THRESHOLD
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
C1 SECTIONAL OVERHEAD DOOR HEAD
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
A2 TYP CURVED WINDOW VERTICAL MULLION DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
A3 TYP ALUM RELITE SILL DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
C3 TYP ALUM RELITE HEAD DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
B3 TYP ALUM RELITE JAMB DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
B2 TYP CURVED WINDOW JAMB DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.4
C2 TYP CURVED WINDOW HEAD DETAIL
2
1
NO. DATE
1 6-10-2014
2 7-11-2014
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
EXTERIOR WALL
ASSEMBLY, SEE A1/A4.2
WALL VAPOR
RETARDER, SEAL TO
WOOD WINDOW SILL
FRAMING
WINDOW SILL FRAMING
SEALANT
ALUMINUM WINDOW
SYSTEM
GLASS AS SCHEDULED,
SEE SHEET A6.1
PREFINISHED ALUMINUM FLASHING
WITH HEMMED DRIP EDGE, LAP 1/2"
OVER PHENOLIC PANEL BELOW,
COLOR TO MATCH PHENOLIC PANEL
COLOR #1
SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM SUB-FRAMING
WEATHER BARRIER
BACKER ROD
AND SEALANT
WEATHER BARRIER
FLASHING AT JAMB, WRAP
OVER WEATHER BARRIER
SOLID SURFACE SILL
1/2"
RIGID WALL
INSULATION
HEADER, SEE
STRUCT DWG
GLASS AS SCHEDULED,
SEE SHEET A6.1
ALUMINUM WINDOW
SYSTEM
SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM
SUB-FRAMING
WEATHER BARRIER,
WRAP OVER ALUM
FLASHING
OSB WALL SHEATHING,
SEE STRUCT DWG
BACKER ROD AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD HEADER WEATHER BARRIER
FLASHING AT JAMB
TWO LAYERS OF 1/4"
FLEXIBLE GYPSUM WALL
BOARD - WET BEND
METAL CORNER
BEAD
SEALANT
J-METAL
CIRCULAR ANNODIZED ALUMINUM
FLASHING WITH HEMMED EDGE,
LAP 1/2" OVER PHENOLIC PANEL
JAMB STUDS, SEE
STRUCT DWG
GLASS AS SCHEDULED,
SEE SHEET A6.1 ALUMINUM WINDOW
SYSTEM
SOLID PHENOLIC
EXTERIOR WALL PANEL
WEATHER BARRIER, WRAP
OVER ALUM FLASHING
ABOVE MID-POINT OF
WINDOW, WRAP UNDER
ALUM FLASHING BELOW
MID-POINT OF WINDOW
BACKER ROD
AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD STUDS
WEATHER BARRIER
FLASHING AT JAMB
TWO LAYERS OF 1/4"
FLEXIBLE GYPSUM WALL
BOARD - WET BEND
ALUMINUM SUB-FRAMING
METAL CORNER
BEAD
SEALANT
J-METAL
CIRCULAR ANNODIZED ALUMINUM
FLASHING WITH HEMMED EDGE,
LAP 1/2" OVER PHENOLIC PANEL
RIGID WALL
INSULATION
HEADER, SEE
STRUCT DWG
GLASS AS SCHEDULED,
SEE SHEET A6.1
ANNODIZED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 1" OVER
WINDOW FRAME
SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM
SUB-FRAMING
WEATHER BARRIER,
WRAP OVER ALUM
FLASHING
OSB WALL SHEATHING,
SEE STRUCT DWG
BACKER ROD
AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD HEADER WEATHER BARRIER
FLASHING AT JAMB
PREFINISHED BLACK PERFORATED
ALUM CLOSURE FLASHING
METAL CORNER
BEAD
SEALANT
ALUMINUM WINDOW
SYSTEM
1/2" GYPSUM WALL
BOARD
J-METAL
JAMB STUDS, SEE
STRUCT DWG
SEALANT
ALUMINUM WINDOW
SYSTEM GLASS AS SCHEDULED,
SEE SHEET A6.1
SOLID PHENOLIC
EXTERIOR WALL PANEL
WEATHER BARRIER, WRAP
UNDER ALUM FLASHING
BACKER ROD
AND SEALANT
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD STUDS
WEATHER BARRIER
FLASHING AT JAMB
1/2" GYPSUM WALL
BOARD
ALUMINUM SUB-FRAMING
ANNODIZED ALUMINUM
FLASHING, LAP 3/4" OVER
WINDOW FRAME
METAL CORNER
BEAD
J-METAL
EXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL TO
WOOD WINDOW SILL
FRAMING
WINDOW SILL FRAMING
SEALANT
ALUMINUM WINDOW
SYSTEM GLASS AS SCHEDULED,
SEE SHEET A6.1
CIRCULAR ANNODIZED ALUMINUM
FLASHING WITH HEMMED EDGE,
LAP 1/2" OVER PHENOLIC PANEL
SOLID PHENOLIC
EXTERIOR WALL PANEL
ALUMINUM SUB-FRAMING
WEATHER BARRIER
BACKER ROD
AND SEALANT
WEATHER BARRIER
FLASHING AT JAMB, WRAP
OVER WEATHER BARRIER
TWO LAYERS OF 1/4"
FLEXIBLE GYPSUM WALL
BOARD - WET BEND
METAL CORNER
BEAD
J-METAL
CONTRACTOR VERIFY
HEADER, SEE STRUCT DWG
PARTITION, SEE SHEET A4.4
HOLLOW METAL FRAME, SEE SHEET A6.1
GLAZING STOP
GLASS AS SCHEDULED, SEE SHEET A6.1
1/2"1/2"
CONTRACTOR VERIFY
JAMB STUDS, SEE STRUCT DWG
PARTITION, SEE SHEET A4.4
HOLLOW METAL FRAME, SEE SHEET A6.1
GLAZING STOP
GLASS AS SCHEDULED, SEE SHEET A6.1
1/2"1/2"
CONTRACTOR VERIFY
WINDOW SILL FRAMING
PARTITION, SEE SHEET A4.5
HOLLOW METAL FRAME, SEE SHEET A6.1
GLAZING STOP
GLASS AS SCHEDULED, SEE SHEET A6.1
1/2"1/2"
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A6.5
7-11-2014
WINDOW AND
RELITE DETAILS
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
A1 TYP WINDOW SILL DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
C2 CIRCULAR WINDOW HEAD DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
B2 CIRCULAR WINDOW JAMB DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
C1 TYP WINDOW HEAD DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
B1 TYP WINDOW JAMB DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
A2 CIRCULAR WINDOW SILL DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
C3 TYP HOLLOW METAL RELITE HEAD DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
B3 TYP HOLLOW METAL RELITE JAMB DETAIL
3" = 1'-0" (22x34); 1 1/2" = 1'-0" (11x17)A6.5
A3 TYP HOLLOW METAL RELITE SILL DETAIL
GENERAL NOTES:
1. SEE PARTITION TYPES
ON SHEET A4.4 FOR
HOLLOW METAL FRAME
THROAT DIMENSIONS.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
H
4.1
3/4" RIGID WALL INSULATIONALUMINUM WINDOW SYSTEM
GLASS AS SCHEDULED,
SEE SHEET A6.1
STEEL COLUMN, SEE
STRUCTURAL DRAWINGS,
WRAP COLUMN WITH
SEPARATOR MATERIAL
WOOD SHIM, TYP
SEALANT, TYP
PREFINISHED ALUMINUM
SILL FLASHING BELOW
ALUMINUM RELITE SYSTEM
GLASS AS SCHEDULED,
SEE SHEET A6.1
VENTED SOLID SURFACE
SILL BELOW, SEE A3/A4.3
VENTED SOLID SURFACE
SILL BELOW, SEE A3/A4.3
SOLID SURFACE SILL
BELOW
ANODIZED ALUMINUM
BRAKE METAL COVER
EXTERIOR ANODIZED ALUMINUM BRAKE METAL
FILLER, SEE DETAIL C1 ON SHEET A6.6
CONCRETE SLAB
ON GRADE, SEE
STRUCTURAL
DRAWINGS
DOOR THRESHOLD
DOOR SWEEP
DOOR, SEE DOOR
SCHEDULE
PREFINISHED ALUMINUM
FLASHING WITH HEMMED
DRIP EDGE, LAP 3/4" OVER
DOOR FRAME, EXTEND 3"
BEHIND PHENOLIC PANEL,
COLOR TO MATCH
PHENOLIC PANEL COLOR #2
DOOR, SEE DOOR
SCHEDULE
FRP FRAME, SEE
DOOR SCHEDULE
JAMB STUDS, SEE
STRUCT DWG
SEALANT
SOLID PHENOLIC
EXTERIOR WALL PANEL
WEATHER BARRIER, WRAP
UNDER ALUM FLASHING
BACKER ROD AND SEALANTEXTERIOR WALL
ASSEMBLY, SEE
A1/A4.2
WALL VAPOR
RETARDER, SEAL
TO WOOD STUDS
WEATHER BARRIER
FLASHING AT JAMB, WRAP
UNDER WEATHER BARRIER
1/2" GYPSUM WALL BOARD
ALUMINUM SUB-FRAMING
METAL CORNER BEAD
J-METAL
2
C
PARTITION, SEE
SHEET A4.4
EXTERIOR ANODIZED
ALUMINUM BRAKE
METAL FILLER
INTERIOR ANODIZED
ALUMINUM BRAKE
METAL FILLER
171.78°
171.79°
ANODIZED ALUMINUM
BRAKE METAL COVER
2"
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
PK
BC, SY
PK
CONFORMED
DRAWING SET
1325
7-11-2014
A6.6
7-11-2014
DOOR AND WINDOW
DETAILS
3" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A6.6
A1 ALUM RELITE JAMB AT CURVED WINDOW
3" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A6.6
A2 DOOR FRAME THRESHOLD
INTERIOR HOLLOW METAL
3" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A6.6
A3 EXTERIOR FRP DOOR FRAME JAMB
6" = 1'-0" (22x34); 1/2" = 1'-0" (11x17)A6.6
C1 CURVED WINDOW BRAKE METAL DETAILS
2
2
NO. DATE
2 7-11-2014
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S1.0
GENERAL NOTES
GENERAL
ALL MATERIALS AND CONSTRUCTION SHALL CONFORM
TO REQUIREMENTS OF THE INTERNATIONAL CODE
COUNCIL INTERNATIONAL BUILDING CODE (IBC) 2009
EDITION. WHERE EXPLICIT DETAILS ARE NOT SHOWN
OR DESCRIBED, THE MINIMUM REQUIREMENTS OF THE
ABOVE CODE SHALL APPLY. UNLESS OTHERWISE
NOTED, ALL CODES, STANDARDS AND OTHER
PUBLICATIONS CITED SHALL REFER TO THE LATEST
EDITION.
LOCATION
THESE DRAWINGS ARE INTENDED FOR THE
CONSTRUCTION OF (1) BUILDING LOCATED IN HOMER,
ALASKA.
DESIGN LOADS
IN ADDITION TO DEAD LOADS, THE FOLLOWING LOADS
WERE USED FOR DESIGN:
OCCUPANCY CATEGORY: II
ROOF:
GROUND SNOW LOAD Pg=40 PSF
FLAT-ROOF SNOW LOAD Pf=40 PSF
SNOW EXPOSURE FACTOR Ce=1.0
SNOW LOAD IMPORT. FACTOR Is= 1.0
FLOOR LIVE LOAD:
100PSF CORRIDORS
60 PSF OFFICES
WIND:
BASIC WIND SPEED (3 SEC GUST)V=120 MPH
EXPOSURE D EXP=1.47
WIND LOAD IMPORT. FACTOR Iw=1.0
METHOD 1 SIMPLIFIED PROCEDURE USED FOR
DESIGN. SEE ROOF PLAN FOR COMP AND
CLADDING WIND LOADS TO BE USED FOR DESIGN.
OTHER LOADS SHALL BE PER ASCE 7-05.
SEISMIC:
SEISMIC LOAD IMPORT. FACTOR Ie=1.0
SPECT. RESPONSE ACCEL.Ss=148%, S1=56%
SITE CLASS D.
SPECTRAL RESPONSE COEFF.Sds=0.99 Sd1=0.56
SEISMIC DESIGN CATEGORY: D
LATERAL LOADS ARE RESISTED BY, WOOD SHEAR
WALLS AND PLYWOOD ROOF DIAPHRAGM.
BUILDING SEISMIC BASE SHEAR V=33.7k
SEISMIC RESPONSE COEFF,Cs=0.164
RESPONSE MODIFICATION FACTOR R=6
EQUIVALENT LATERAL FORCE PROCEDURE USED
FOR DESIGN
FUTURE CONSTRUCTION:
BUILDING FOUNDATION AND FRAMING DESIGNED TO
SUPPORT ADDITIONAL FUTURE STORY WITH SIMILAR
FRAMING LAYOUT AND DESIGN LOADS.
FOUNDATIONS
INSITU SOILS ARE ASSUMED TO BE NON-FROST
SUSCEPTABLE (NFS) GRAVEL. EXCAVATE EXISTING
SOILS AS REQUIRED TO PLACE FOUNDATION AT
ELEVATIONS LISTED ON PLANS. COMPACT SUBGRADE
TO 95% OF MAX DRY DENSITY PRIOR TO PLACING
FOOTINGS ON FILL. PLACE ALL INTERIOR AND EXTERIOR
FOOTINGS ON COMPACTED NATURAL UNDISTURBED,
NFS SOIL OR ON COMPACTED NON-FROST SUSCEPTIBLE
TYPE III GRAVEL BACKFILL FREE OF ORGANIC MATTER
AND DEBRIS. BACKFILLSHALL BE PLACED IN LIFTS NOT
EXCEEDING 12 INCHES IN LOOSE THICKNESS AND
COMPACTED TO 95% OF MAXIMUM DENSITY IN
ACCORDANCE WITH ASTM SPECIFICATION D-1557.
ALLOWABLE BEARING CAPACITY OF 3000 PSF WAS USED
FOR DESIGN.
FOUNDATION INSULATION
FOUNDATION INSULATION SHALL BE 'DOW HIGHLOAD 40'
EXTRUDED POLYSTYRENE INSULATION, 'BLUEBOARD'
OR 'INSULFOAM' HIGH DENSITY EXPANDED
POLYSTYRENE . WITH 40 PSI MIMIMUM COMPRESSIVE
STRENGTH.
SLABS ON GRADE
EXCAVATE OR FILL REQUIRED TO PLACE SLAB AT
ELEVATIONS INDICATED ON THE DRAWINGS. COMPACT THE
EXISTING SOIL TO 95% OF MAXIMUM DENSITY AND
BACKFILL WITH NON-FROST SUSCEPTIBLE GRAVEL AND
COMPACT AS DESCRIBED ABOVE. PLACE REINFORCING
STEEL AT MID-DEPTH OF SLAB AND SUPPORT AT 4'O/C
MAXIMUM WITH WELL CURED CONCRETE BLOCKS OR
APPROVED METAL CHAIRS. DO NOT SUPPORT ON STONES.
PROVIDE SAWCUT CONTROL OR CONSTRUCTION JOINTS
(C.J.) AT LOCATIONS SHOWN ON THE PLANS AND AT 12' O/C
MAXIMUM.
EXTERIOR SLABS: PROVIDE A MINIMUM OF 72 INCHES OF
NON-FROST SUSCEPTIBLE GRAVEL BELOW SLAB
CONFORMING TO THE GRADATION AND COMPACTION
REQUIREMENTS DESCRIBED ABOVE FOR FOUNDATIONS.
DRAINAGE: SLOPE ALL EXTERIOR SLABS ADJACENT TO
BUILDINGS TO DRAIN AWAY FROM BUILDING PERIMETER AT
1/8" PER FOOT MINIMUM SLOPE.
CONCRETE
MIXING, SELECTION OF MATERIALS, AND PLACING OF
ALL CONCRETE SHALL CONFORM TO THE
REQUIREMENTS OF THE IBC, CHAPTER 19. AN AIR
ENTRAINING AGENT SHALL BE USED IN ALL CONCRETE
MIXES FOR CONCRETE WORK WHICH IS TO BE EXPOSED
TO EARTH OR WEATHER. AIR ENTRAINMENT SHALL BE
5% +/- 1% BY VOLUME. ALL CONCRETE SHALL HAVE A
MINIMUM 28 DAY COMPRESSIVE STRENGTH (F'C) = 3000
P.S.I. EXCEPT CONCRETE GROUT FOR MASONRY
WALLS WHICH SHALL HAVE A MINIMUM 28 DAY
COMPRESSIVE STRENGTH (F'c)= 2000 P.S.I. CONCRETE
FOR INTERIOR AND EXTERIOR SLABS SHALL CONTAIN
0.1% BY VOLUME 'GENSIS FIBER' COLLATED
FIBRILLATED POLYPROPYLENE FIBER PER CUBIC YARD
OF CONCRETE. THE FIBER SHALL BE THOROUGHLY
MIXED INTO THE CONCRETE IN TRANSIT TO THE SITE, IN
ACCORDANCE WITH THE FIBER MANUFACTURER'S
RECOMMENDATIONS.
REINFORCING STEEL
UNLESS NOTED OTHERWISE, ALL REINFORCING STEEL
SHALL BE DEFORMED BARS CONFORMING TO IBC
CHAPTER 19. REINFORCING BARS SHALL BE GRADE 60.
REINFORCING STEEL SHALL BE SECURELY TIED IN
PLACE WITH #16 DOUBLE ANNEALED IRON WIRE.
REINFORCING IN FOOTINGS SHALL BE SUPPORTED ON
WELL CURED CONCRETE BLOCKING OR APPROVED
METAL CHAIRS. REINFORCING BARS SHALL BE
SPLICED BY A LAP OF AT LEAST 40 BAR DIAMETERS. A
MINIMUM LAP FOR ALL BARS SHALL BE 24". CONCRETE
COVER OVER REINFORCING SHALL BE 3" FOR
CONCRETE CAST AGAINST EARTH. CONCRETE COVER
FOR FORMED CONCRETE THAT WILL BE EXPOSED TO
WEATHER OR EARTH SHALL BE 2" MINIMUM FOR #6
THROUGH #18 BARS AND 1 1/2" MINIMUM FOR #5 BARS
AND SMALLER, INCLUDING WELDED WIRE FABRIC
(WWF). OTHER REINFORCEMENT SHALL HAVE A
MINIMUM COVERAGE OF NOT LESS THAN 3/4".
ANCHOR BOLTS AND CONCRETE EXPANSION ANCHORS
ANCHOR BOLTS, THREADED RODS AND CONCRETE
EXPANSION ANCHORS SHALL CONFORM TO ASTM A 307.
CONCRETE EXPANSION ANCHORS (KB) SHALL BE "HILTI
KWIK BOLT TZ" CONCRETE EXPANSION ANCHORS OR
STRUCTURAL EQUIVALENT, INSTALLED IN ACCORDANCE
WITH MANUFACTURER'S RECOMMENDATIONS. ANCHOR
BOLTS SHALL BE PROVIDED WITH HEX HEAD NUTS AND
3"x3"x1/4" STEEL PLATE WASHERS. WHERE BOLTS OR
RODS ARE USED WITH CEDAR SILL PLATES, BOLTS, NUTS
AND WASHERS SHALL BE GALVANIZED. ALL FASTENERS
IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE
HOT DIPPED GALVANIZED OR SHALL BE STAINLESS
STEEL. PROVIDE 5/8" X 10" ANCHOR BOLTS AT 48" O/C
SPACING UNLESS NOTED OTHERWISE AND WITHIN 6" OF
WALL OPENINGS AND BUILDING CORNERS.
POWER FASTENERS
POWER FASTENERS FOR CONNECTION TO CONCRETE,
OR STEEL SHALL BE POWDER ACTUATED HILTI X-AL-H
HEAVY DUTY DOME HEAD NAILS WITH 0.177 INCH
SHANK DIAMETER. MINIMUM FASTENER EMBEDMENT
SHALL BE 1 3/8". NAIL LENGTH SHALL BE AS REQUIRED
TO ACHIEVE SPECIFIED MINIMUM PENETRATION INTO
SUBSTRATE. FASTENERS SHALL BE HOT-DIPPED
GALVANIZED AT EXTERIOR CONDITIONS.
POWDER FASTENERS FOR CONNECTION INTO
CONCRETE MASONRY UNITS SHALL BE POWDER
ACTUATED HILTI X-C STANDARD NAILS WITH A MINIMUM
SHANK DIAMETER OF 0.138". MINIMUM FASTENER
EMBEDMENT SHALL BE 1". NAIL LENGTH SHALL BE AS
REQUIRED TO ACHIEVE SPECIFIED MINIMUM
PENETRATION INTO SUBSTRATE.
ADHESIVE ANCHORING SYSTEM
THREADED ROD ANCHORS AND REINFORCING BAR
DOWELS SHALL BE SET IN HILTI HIT RE-500SD ADHESIVE
OR STRUCTURAL EQUIVALENT. ADHESIVE ANCHORS
SHALL BE INSTALLED IN ACCORDANCE WITH THE
ADHESIVE MANUFACTURER'S RECOMMENDED
INSTALLATION PROCEDURES. MINIMUM EMBEDMENT IN
CONCRETE FOR ALL ANCHORS SHALL BE 31/2" UNLESS
NOTED OTHERWISE.
STRUCTURAL STEEL AND CONNECTORS
STRUCTURAL STEEL SHALL CONFORM TO IBC
CHAPTER 22, FOR ASTM SPECIFICATION A-36, FY = 36
K.S.I. EXCEPT WHERE NOTED OTHERWISE. STEEL
TUBING (HSS) SHALL CONFORM TO ASTM A500, GRADE
B, FY = 46 K.S.I. DESIGN, FABRICATION AND ERECTION
SHALL BE IN ACCORDANCE WITH THE IBC CHAPTER 22,
DIVISION IX, ALLOWABLE STRESS DESIGN. MACHINE
BOLTS (MB) SHALL CONFORM TO ASTM A325 AND
SHALL BE PROVIDED WITH STANDARD HEX HEAD
NUTS CONFORMING TO ASTM A563, GRADE A AND
HARDENED STEEL CIRCULAR WASHERS CONFORMING
TO ASTM F436. ALL WELDING SHALL CONFORM TO
AMERICAN WELDING SOCIETY D1.1. WELD ALL FAYING
SURFACES WITH CONTINUOUS 3/16" FILLET WELD
(MINIMUM) UNLESS OTHERWISE NOTED. ELECTRODES
SHALL BE A.W.S. E-70. ANCHOR ALL COLUMNS WITH
MINIMUM (4) 3/4" X 10" ANCHOR BOLTS UNLESS SHOWN
OTHERWISE. PROVIDE ADEQUATE LATERAL BRACING
FOR STRUCTURE DURING CONSTRUCTION. ALL WELDS
SHALL BE MADE WITH A FILLER METAL CAPABLE OF
PROVIDING A MINIMUM CHARPY V-NOTCH TOUGHNESS
OF 20 FT-LB AT 0 DEG F.
DEMAND CRITICAL WELDS SHALL USE FILLER METAL
CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH
TOUGHNESS OF 20 FT-LB AT -20 DEG F.
STEEL FABRICATOR SHALL BE CERTIFIED BY AISC FOR
FABRICATION OF STEEL BUILDING STRUCTURES.
UPON COMPLETION OF WORK, FABRICATOR SHALL
SUBMIT CERTIFICATION OF COMPLIANCE.
NON-COMPOSITE STEEL FORM DECK:
STEEL FORM DECKING SHALL BE 20 GAUGE, TYPE B G-
60 GALVANIZED STEEL DECKING WITH A MINIMUM
YIELD STRENGTH (FY) = 38,000 PSI. FURNISH DECK IN
36" NOMINAL WIDTH. FASTEN TO SUBSTRATE AS
SPECIFIED FOR NON-COMPOSITE STEEL FLOOR AND
ROOF DECKING. CONCRETE FLOOR SLAB SHALL BE
REINFORCED WITH 6" X 6" W1.4/W1.4 WELDED WIRE
MESH THROUGHOUT. REINFORCING MESH SHALL BE
SUPPORTED AT 4' O/C EACH WAY ON APPROVED METAL
CHAIRS. WHERE DECKING IS SUPPORTED BY WOOD
MEMBERS FASTEN DECK TO FRAMING WITH (2) #12 X 2"
SELF TAPPING TRUSS HEAD SCREWS AT EACH FLUTE,
8" O/C AND FASTEN ADJOINING SHEETS WITH
PUNCHLOK TOOL, BUTTON PUNCHES, OR 1 1/2" LONG
TOP SEAM WELDS AT A MAXIMUM SPACING OF 36" O/C
PER MANUFACTURERS RECOMMENDATIONS.
RETAINING WALLS:
USE ONLY FREE DRAINING NON-FROST SUSCEPTIBLE
GRAVEL SOILS FOR BACKFILL AGAINST RETAINING
WALLS.
BACKFILL SHALL NOT BE PLACED AGAINST RETAINING
WALLS UNTIL RETAINING WALL CONCRETE HAS
ACHIEVED THE 28 DAY DESIGN STRENGTH F'C = 3000
PSI.
BACKFILL SHALL NOT BE PLACED AGAINST RETAINING
WALLS UNTIL FLOOR SLABS HAVE BEEN CAST AND
ALLOWED TO CURE FOR AT LEAST 7 DAYS AND FLOOR
SLAB CONCRETE HAS ACHIEVED AT LEAST 50% OF THE
28 DAY DESIGN STRENGTH.
SPECIAL INSPECTION
PROVIDE A SPECIAL INSPECTION PROGRAM IN
ACCORDANCE WITH IBC CHAPTER 17. PROVIDE
DOCUMENTATION OF SPECIAL INSPECTION TO
ENGINEER OF RECORD AND BUILDING OFFICIAL.
STEEL
1.) PERIODIC INSPECTION OF HIGH STRENGTH BOLT
MARKINGS TO CONFORM WITH SPECIFIED BOLTS.
2.) VERIFICATION OF BOLT MANUFACTURER'S
CERTIFICATE OF COMPLIANCE
3.) PERIODIC INSPECTION OF SNUG TIGHT BOLTED
CONNECTIONS.
4.) PERIODIC INSPECTION OF PRETENSIONED AND SLIP
CRITICAL BOLTED CONN.
5.) VERIFICATION OF STRUCTURAL STEEL AND METAL
DECK IDENTIFICATION MARKINGS, GRADES AND
MANUFACTURERS CERTIFIED TEST REPORTS.
6.) VERIFICATION OF WELD FILLER MATERIALS
IDENTIFICATION MARKINGS AND MANUFACTURERS
CERTIFICATE OF COMPLIANCE
7.) CONTINUOUS INSPECTION OF COMPLETE AND
PARTIAL JOINT PENETRATION GROOVE WELDS,
MULTIPASS FILLET WELDS, FILLET WELDS GREATER
THAN 5/16", AND PLUG/SLOT WELDS.
8.) PERIODIC INSPECTION OF SINGLE PASS FILLET
WELDS <= 5/16".
9.) PERIODIC INSPECTION OF FLOOR AND ROOF DECK
WELDS.
CONCRETE
1.) INSPECTION OF REINFORCING STEEL SIZE AND
PLACEMENT PRIOR TO PLACING OF CONCRETE.
2.) INSPECT FORMWORK FOR SHAPE, LOCATION AND
DIMENSIONS OF THE CONCRETE MEMBER BEING
PLACED
3.) TESTING FOR EACH TRUCKLOAD OF CONCRETE
MATERIALS INCLUDING: SLUMP, ENTRAINED AIR
CONTENT, TEMPERATURE, AND STRENGTH.
4.) CONTINUOUS INSPECTION OF CAST-IN-PLACE BOLTS
TO BE INSTALLED IN CONCRETE.
5.) PERIODIC INSPECTION OF ANCHORS INSTALLED IN
HARDENED CONCRETE.
6.) PERIODIC VERIFY USE OF REQUIRED DESIGN MIX.
7.) PERIODIC INSPECTION OF MAINTENANCE OF
SPECIFIED CURING TEMPERATURE AND TECHNIQUES.
PRESSURE TREATED WOOD
ALL WOOD INDICATED AS PRESSURE TREATED, (PT)
SHALL BE PRESSURE TREATED (PT) IN ACCORDANCE
THE AMERICAN WOOD PRESERVER'S ASSOCIATION
(AWPA) STANDARD U1-02. THE PRESERVATIVE SHALL BE
ALKALINE COPPER QUAT (ACQ). ALL WOOD SHALL BE
TREATED TO A RETENTION OF 0.60 PCF AS REQUIRED
FOR 'GROUND CONTACT' ALL PRESSURE TREATED
WOOD SHALL BE APPROPRIATELY MARKED ATTESTING
TO COMPLIANCE WITH THESE REQUIREMENTS. LUMBER
SHALL BE DRIED AFTER TREATMENT TO A MOISTURE
CONTENT OF 19% OR LESS. ALL BOLTS, NAILS AND
SIMPSON CONNECTORS IN CONTACT WITH PRESSURE
TREATED WOOD SHALL BE TYPE 304 OR TYPE 316
STAINLESS STEEL. FIELD TREAT ALL CUTS AND HOLES.
PROVIDE 2 COATS OF EFFECTIVE SEALER.
ALL GLULAM BEAMS INDICATED AS PRESSURE TREATED
SHALL BE TREATED WITH ACQ PRESERVATIVE PER
AWPA U1-02.
GLUED LAMINATED STRUCTURAL UNITS
MATERIALS, MANUFACTURE, AND QUALITY CONTROL OF
GLUED LAMINATED STRUCTURAL UNITS (GLULAM)
SHALL CONFORM TO IBC CHAPTER 23 WITH ALLOWABLE
STRESSES AS DEFINED IN AMERICAN FOREST & PAPER
ASSOCIATION 'NATIONAL DESIGN SPECIFICATION 2001
SUPPLEMENT', TABLE 5A, AND SHALL BE DOUGLAS FIR,
COMBINATION 24F-V8, DF/DF. GLUE LAMINATED
STRUCTURAL UNITS SHALL BE GRADE MARKED BY THE
AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC.
ORIENTATED STRAND BOARD (OSB)
ALL ORIENTATED STRAND BOARD SHALL CONFORM TO
IBC STANDARD 23-3 AND SHALL BE AMERICAN PLYWOOD
ASSOCIATION GRADE TRADE MARKED. ALL PANELS
SHALL BE NOMINAL 4'x8' PANELS. UTILIZE FULL SHEETS
WHEREVER POSSIBLE. LAY STRENGTH AXIS OF ROOF
AND FLOOR SHEATHING PANELS PERPENDICULAR TO
SUPPORTS AND WITH PANEL CONTINUOUS OVER THREE
OR MORE SPANS. STAGGER END JOINTS OF
SUCCESSIVE COURSES 4'.
OSB WALL SHEATHING: SHALL BE 7/16" PANELS WITH
EXTERIOR GLUE. UNLESS NOTED OTHERWISE ON THE
DRAWINGS, WALL SHEATHING SHALL BE FASTENED TO
FRAMING WITH 8D GALVANIZED NAILS 3" O/C ALONG
PANEL EDGES AND 12" O/C ALONG INTERMEDIATE
SUPPORTS. WALL SHEATHING SHALL BE BLOCKED AT
ALL EDGES WITH NOMINAL 2" SOLID BLOCKING.
MANUFACTURED WOOD JOISTS
FABRICATED WOOD JOISTS SHALL BE OF THE SIZE
INDICATED ON THE DRAWINGS AND AS MANUFACTURED
BY BOISE CASCADE OR APPROVED EQUAL. FOLLOW
MANUFACTURER'S RECOMMENDATIONS FOR
INSTALLATION, HANDLING AND ERECTION OF FLOOR
JOISTS. PROVIDE WEB STIFFENERS PER
MANUFACTURER'S RECOMMENDATIONS AND ON BOTH
SIDES OF WEBS WHERE JOISTS ARE SUPPORTED BY
JOIST HANGERS. PROVIDE BLOCKING PANELS AT
SUPPORTS AND ENDS OF JOISTS. PROVIDE FULL
THICKNESS BACKER PLATE BETWEEN DOUBLE JOISTS
WHERE JOIST IS FRAMED PERPENDICULAR INTO A
DOUBLE JOIST. PROVIDE SOLID RIM JOISTS AROUND
FULL PERIMETER OF FLOOR SYSTEM. UNLESS NOTED
OTHERWISE ON THE DRAWINGS, PROVIDE LAMINATED
VENEER LUMBER HEADERS, WITH DEPTH EQUAL TO
JOIST DEPTH, AT ALL OPENINGS IN FLOOR AND ROOF
SYSTEMS. UNLESS NOTED OTHERWISE, PROVIDE FACE
MOUNT JOIST HANGERS WITH CAPACITY EQUAL TO THE
FULL SHEAR CAPACITY OF THE JOIST AT ALL JOISTS
WHERE JOIST IS NOT SUPPORTED BY DIRECT BEARING.
SAWN LUMBER AND TIMBER
LUMBER SHALL CONFORM TO THE CLASSIFICATION,
DEFINITION, AND GRADING REQUIREMENTS OF IBC
CHAPTER 23 WITH ALLOWABLE UNIT STRESSES AS
GIVEN IN THE AMERICAN FOREST & PAPER
ASSOCIATION 'NATIONAL DESIGN SPECIFICATION 2001
SUPPLEMENT', TABLE 4A. LUMBER SHALL BE GRADE
MARKED BY THE WEST COAST LUMBER INSPECTION
BUREAU /WESTERN WOOD PRODUCTS ASSOCIATION.
ITEM SPECIES
4 X AND LARGER DOUGLAS FIR #2
BEARING WALL PLATES HEM FIR #2
BEARING WALL STUDS HEM FIR #2
ALL OTHER LUMBER HEM FIR #2
ALL LUMBER SHALL BE FASTENED IN CONFORMANCE
WITH TABLE 2304.9.1 OF THE IBC, UNLESS NOTED
OTHERWISE. FASTENERS SHALL BE GALVANIZED
UNLESS OTHERWISE NOTED. FASTEN ALL JOIST
BLOCKING TO PLATES WITH (4) 16D MINIMUM AND
FASTEN ALL WALL PLATES TO WOOD FLOORS WITH 16D
AT 6" ON CENTER TYPICAL. DOUBLE TOP PLATES SHALL
OVERLAP 10' - 0" MINIMUM AND SHALL BE SPLICED
TOGETHER WITH 16D NAILS AT 6" ON CENTER MINIMUM
UNLESS NOTED OTHERWISE.
PROVIDE JOIST/BEAM HANGERS WITH LOAD CAPACITY
EQUAL TO SUPPORTED MEMBER SHEAR LOAD CAPACITY
FOR ALL MEMBERS NOT OTHERWISE PROVIDED WITH
DIRECT BEARING SUPPORT. PROVIDE A MINIMUM OF (2)
KING STUDS AND (2) CRIPPLE STUDS FOR ALL BEARING
WALL HEADERS. PROVIDE A MINIMUM OF (1)KING STUD
AND (1) CRIPPLE STUD AT NON-BEARING WALL
HEADERS. PROVIDE SOLID BLOCKING SUPPORT FOR
BEAMS AND HEADERS CONTINUOUS DOWN TO
FOUNDATIONS. MINIMUM HEADER OVER OPENINGS IN
BEARING WALLS SHALL BE 4X12 DF#1 UNLESS NOTED
OTHERWISE.
BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE
PROVIDED WITH FLAT WASHERS. SOLID BLOCKING OF
NOT LESS THAN 2" NOMINAL THICKNESS SHALL BE
PROVIDED AT ENDS AND AT ALL SUPPORTS OF JOISTS
AND RAFTERS, UNLESS SHOWN OTHERWISE. BEAM AND
JOIST HANGERS SHALL HAVE A CAPACITY EQUAL TO
THE SHEAR STRENGTH OF THE BEAM OR JOIST WHICH IT
IS SUPPORTING, UNLESS NOTED OTHERWISE. ALL
METAL FRAMING ANCHORS AND HANGERS SHOWN ON
DRAWINGS SHALL BE "STRONG TIE CONNECTORS" AS
MANUFACTURED BY SIMPSON COMPANY OR APPROVED
EQUAL. ALL SIMPSON CONNECTORS IN CONTACT WITH
PRESSURE TREATED WOOD SHALL BE TYPE 304 OR
TYPE 316 STAINLESS STEEL.
PLYWOOD
ALL PLYWOOD SHALL CONFORM TO IBC STANDARD
2303.1.4 AND SHALL BE AMERICAN PLYWOOD
ASSOCIATION GRADE TRADE MARKED. PLYWOOD SHALL
BE GROUP I OR GROUP II DOUGLAS FIR. ALL PANELS
SHALL BE NOMINAL 4' X 8' PANELS. UTILIZE FULL SHEETS
WHEREVER POSSIBLE. LAY FACE GRAIN OF ROOF AND
FLOOR SHEATHING PANELS PERPENDICULAR TO JOISTS
AND TRUSSES AND WITH PANEL CONTINUOUS OVER
THREE OR MORE SPANS. STAGGER END JOINTS OF
SUCCESSIVE COURSES 4' - 0". WALL SHEATHING SHALL
BE INSTALLED WITH THE FACE GRAIN PARALLEL TO
STUDS, (LONG DIMENSION VERTICAL).
ROOF SHEATHING: SHALL BE 1 1/8" THICK APA 48 oc
SPAN RATED TONGUE AND GROOVE PLYWOOD
UNDERLAYMENT WITH EXTERIOR GLUE. SHEATHING
SHALL BE GLUED AND SCREWED TO SUPPORTS WITH 2
1/2" X #8 TYPE C COARSE THREAD GRIPPERS AT 6" O/C.
FASTEN TO BLOCKING PANELS AND WALL PLATES AT 4"
O/C WITH DESIGNATED FASTENERS. BREAK ROWS OF
PANELS A MINIMUM OF 2' FROM ENDS OF JOISTS AT
INTERIOR LOCATIONS.
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
A
S3.1
A
S3.2
17' - 7"2' - 9"9' - 10"4' - 7 3/4"10 3/4"14' - 8 1/2"5' - 5"18' - 2"
5 3/4" THICK x3' TALL CONC. 'QUAD-LOK'
WALL W/ #4 REBAR @ 16" O/C, EACH WAY
16"Wx24"D MONO. CONC.
FOOTING W/(2) #5 REBAR, TYP.
4" CONC. SLAB
W/ W1.4xW1.4 6x6 WWM
A
S4.1 4" SLAB W/
W1.4xW1.4 6x6 WWM
4" SLAB W/ W1.4xW1.4
6x6 WWM
D
S4.1
24"Wx10"D CONC. FOOTING
W/(3) #5 REBAR CONT.
6" THICK STEM WALL W/ #4
REBAR @ 18" O/C , EACH WAY
12"x12"x8" CONC. SUMP
12" THICK CONCRETE
SLAB. (BELOW)
9' - 1 3/4"
5 1/4"
3 7/16"
9 1/4"
2
5
5
5
5
5
5
1
2 3 4.14 5 6 7
8
A
B
C
D
E
F
F.2
G
H
A
A
A B
B
A
C
C
C
C
C
D
D
B
9' - 9"
B
S3.1
B
S3.2
R1
R2
R3
R4
R5
R6
R7
P1 P2
P3
P4
P5 P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
P16
74' - 0"
18' - 2"35' - 6"20' - 4"
2 22
CONC. WALKWAY PER CIVIL
S2.5
A
8' - 0"8' - 0"
B
S4.1
B
S4.2
5
8' - 0"
3
3
G
S4.1
I
S4.1
5' - 0"
D
S4.3
CONCRETE DRIVEWAY PER CIVIL
R0 R8
P17
P18 P19 P20 P21 P22 P23 P24
P25
7"
EDGE OF FRAMING & FACE OF
CONCRETE RADIUS= 29'-10 3/4"
BOLLARD PER CIVIL, TYP.
12"DIA. PILASTER, TYP.
1' - 3 1/2"6 1/2"
B
PILASTER PER A/S4.3, TYP.
@ OVERSLOPE FOOTINGS
6
5' - 3 1/2"2
S4.3
E
-HOLDOWN (SEE FRAMING PLAN
FOR TYPE & LOCATION)
LEGEND
H
S4.1
C
S4.2
B
G
S4.3
9 1/4"
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S2.1
FOUNDATION &
OVERSLOPE PLAN
SCALE: 3/16" = 1'-0" (22x34)
A
S2.1
FOUNDATION & OVERSLOPE FRAMING PLAN
FOOTING SCHEDULE
SYMBOL DIMENSIONS REBAR
2 24"x24"x12"#5 BARS @ 12"
EACH WAY
3 36"x36"x12"#5 BARS @ 12"
EACH WAY, T&B
5 60"x60"x16"#5 BARS @ 12"
EACH WAY, T&B
MONOLITHIC FOOTING SCHEDULE
SYMBOL DIMENSIONS REBAR
A 24"Wx12"D (3)#5 BARS
B 16"Wx12"D (2)#5 BARS
C 16"Wx24"D (4)#5 BARS
D 6"Wx8"D (1)#5 BARS
BUILDING COORDINATES
SYMBOL DESCRIPTION NORTHING GRIDS
P1 BUILDING
CORNER
GL:1/B
EASTING
N 34490.00
E 72022.19
PLAN NORTHTRUE NORTH
P2 BUILDING
CORNER
GL:2/BN 34480.56
E 72037.71
BUILDING
CORNER
GL:2/CN 34470.27
E 72031.46
BUILDING
CORNER
GL:6/CN 34451.82
E 72061.78
BUILDING
CORNER
GL:6/AN 34468.94
E 72072.20
BUILDING
CORNER
GL:8/AN 34458.38
E 72089.57
BUILDING
CORNER
GL:8/GN 34401.35
E 72054.88
BUILDING
CORNER
GL:1/GN 34439.81
E 71991.66
RADIAL WORK
POINT
R=29'-10 3/4"
GL:4.1/F.2N 34429.98
E 72031.55
COLUMN GL:R1N 34425.13
E 72002.34
COLUMN GL:R2N 34417.07
E 72004.91
COLUMN GL:R3N 34410.07
E 72009.64
COLUMN GL:R4N 34404.69
E 72016.16
COLUMN GL:R5N 34401.37
E 72023.94
COLUMN GL:R6N 34400.39
E 72032.34
COLUMN GL:R7N 34401.82
E 72040.67
CL
CL
CL
CL
CL
CL
CL
CONCRETE
EDGE
GL:R0/GN 34433.60
E 72001.87
P3
P4
P5
P6
P7
P8
P9
P10
P11
P12
P13
P14
P15
P16
P17
P18
P19
P20
P21
P22
P23
P24
P25
BEAM
BEARING
GL:R1/GN 34426.88
E 72012.91
BEAM
BEARING
GL:R2/GN 34423.58
E 72018.34
BEAM
BEARING
GL:R3/GN 34421.33
E 72022.03
BEAM
BEARING
GL:R4/GN 34419.44
E 72025.14
BEAM
BEARING
GL:R5/GN 34417.55
E 72028.24
BEAM
BEARING
GL:R6/GN 34415.31
E 72031.94
BEAM
BEARING
GL:R7/GN 34412.00
E 72037.37
CONCRETE
EDGE
GL:R8/GN 34405.29
E 72048.41
6 78"x78"x12"#7 BARS @ 12"
EACH WAY, T&B
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
2
2 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
A
S3.1
A
S3.2
1
2 3 4.14 5 6 7
8
A
B
C
D
E
F
F.2
G
H
B
S3.1
B
S3.2
R1
R2
R3
R4
R5
R6
R7
LEGEND
CONC. WALKWAY PER CIVIL
B1
B3.5 B3.6B3.4
B3.3
B3.2
B3.1
B2.1 B2.2
B2.3 B2.4
B6.1
B2.5
B2.6
SLOPE FLOOR TO DRAIN.
EVAPORATIVE TRENCH.
RIM ELEV.= 99'-11"7' - 5"
CONTROL JOINTS
@ 16' O/C MAX, EACH
WAY PER DETAIL C/S4.1
B6.2
B6.3 B6.4
B6.9
B6.8
B6.10
B6.11
B6.7
B6.6
B6.5
B6.14
B6.15
B6.13
B6.12
BX.X -BASEPLATE PER SHEET S4.4
B6.16
J
S4.1
CONCRETE DRIVEWAY PER CIVIL
R0 R8
SLOPE FLOOR TO DRAIN.
FLOOR DRAIN PER MECH.
RIM ELEV.=99'-11 3/4", TYP.
106ARCH'L ROOM-
SLOPE FLOOR TO DRAIN.
FLOOR DRAIN PER MECH.
RIM ELEV.=99'-11 3/4", TYP.
105ARCH'L ROOM-
SLOPE FLOOR TO DRAIN.
FLOOR DRAIN PER MECH.
RIM ELEV.=99'-11 3/4", TYP.
122ARCH'L ROOM-
SLOPE FLOOR TO DRAIN.
FLOOR DRAIN PER MECH.
RIM ELEV.=99'-11 1/2", TYP.
120ARCH'L ROOM-
SLOPE FLOOR TO DRAIN.
FLOOR DRAIN PER MECH.
RIM ELEV.=99'-11 1/2", TYP.
121ARCH'L ROOM-
123ARCH'L ROOM-
EDGE OF CONCRETE, TYP.
2" RECESS IN SLAB LOCATE
PER ARCH
F
S4.3
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S2.2
FOUNDATION FINISH
PLAN
SCALE: 3/16" = 1'-0" (22x34)
A
S2.2
FOUNDATION FINISH PLAN
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
A
S3.1
A
S3.2
SW4SW4
SW3SW3
SW2
SW4 SW4
SW2
D
S5.1
S2.7
A
1
2 3 4.14 5 6 7
8
A
B
C
D
E
F
F.2
G
H
5 1/8"x18" GLB
5 1/8"x18" GLB
5 1/8"x18" GLB
5 1/8"x18" GLB
5 1/8"x18" GLB
5 1/8"x18" GLB
3 1/8"x18" GLB
3 1/8"x18" GLB
3 1/8"x18" GLB
3 1/8"x18" GLB
C
S5.1
1 1/4"x18" VERSARIM
@ PERIMETER, TYP.
E E E E
C
A
C
A
A
A
C
F
D
A
A
A
D
A
A
A
B
S3.1
B
S3.2
B
S5.1
R1
R2
R3
R4
R5
R6
R7
3 1/8"x18" GLB
5 1/8"x18" GLB
E
S5.1
3 1/8"x18" GLB
A
S5.2
A
A
S5.1
R0 R8
18" BCI BLOCKING @ 24" O/C
18" BCI BLOCKING @ 24" O/C
18" BCI BLOCKING @ 24" O/C
S2.6
A
C
S5.3
JOIST PER A/S5.2 A
NOTE 2 NOTE 2
S2.7
B
5 1/8"x18" GLB
5 1/8"x18" GLB ROOF ACCESS LADDER PER ARCH'L.
ATTACH PER DETAIL G/S5.3
G
G
G
G
G
G
G G G G
G
G
G
G
G
G
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S2.3
ROOF FRAMING
PLAN
SCALE: 3/16" = 1'-0" (22x34)
A
S2.3
ROOF FRAMING PLAN
FIRST FLOOR SHEARWALL SCHEDULE
SYMBOL SHEATHING FIELD ANCHOR BOLT
SW1 7/16" OSB
ONE SIDE
8D@12"10"x5/8" @ 48" O/C
FASTENERS
EDGE
8D@6"
SW2
BOTTOM PLATE
PT SINGLE 2x
7/16" OSB
ONE SIDE
8D@12"8D@4"PT SINGLE 2x
SW3 7/16" OSB
ONE SIDE
8D@12"8D@4"PT DOUBLE 2x
SW4 7/16" OSB
ONE SIDE
8D@12"8D@3"PT DOUBLE 2x
10"x5/8" @ 48" O/C
10"x5/8" @ 48" O/C
10"x5/8" @ 32" O/C
HEADER SCHEDULE
SYMBOL DIMENSIONS POST
A 4x10 (2) 2x8 JACK STUD
(2) 2x8 KING STUD
B 3 1/8"x12"(2) 2x8 JACK STUD
(2) 2x8 KING STUD
C 5 1/8"x15"(2) 2x8 JACK STUD
(3) 2x8 KING STUD
D 5 1/8"x18"(2) 2x8 JACK STUD
(3) 2x8 KING STUD
E 4x10 HSS4x4x1/4"
-SHEAR WALL
-BEARING WALL
NOTE:
1). ALL INTERIOR BEARING WALLS SHALL CONSIST OF 2X6 STUDS
@ 24" O/C AND STUDS SHALL ALIGN W/ JOISTS ABOVE.
2). PROVIDE CS16 STRAPS & BLOCKING AROUND WINDOW
FRAMING PER DETAIL F/S5.3.
F 5 1/8"x24"(2) 2x8 JACK STUD
(3) 2x8 KING STUD
G 2x8 HSS4x2x1/4"
1
1TYP.
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
1
2 3 4.14 5 6 7
8
A
B
C
D
E
F
F.2
G
H
R1
R2
R3
R4
R5
R6
R7
LEGEND
8'x4' T&G PLYWOOD SHEET
(STRENGTH AXIS SHOWN)
PARTIAL T&G PLYWOOD SHEET
(STRENGTH AXIS SHOWN)
NOTE:
1). PLYWOOD LOCATIONS ARE APPROXIMATE. UTILIZE
FULL SHEETS WHEN EVER POSSIBLE.TRANSVERSE
SHEET EDGES SHALL ALIGN WITH THE CENTERLINE
OF WALLS, JOISTS & GLULAM BEAMS.
2). DRAG STRUTS SHALL BE PLACED FLAT OVER
ROOF SHEATHING.
3). FASTEN DRAG STRUTS TO ROOF SHEATHING
W/ 2 1/2" #8 SCREWS @ 4" O/C, TYP.
4). SPLICE 2x8 DRAG STRUT W/ SIMPSON CMT12
STRAP W/ 38" END LENGTH.
5). SPLICE (2)2x12 DRAG STRUT W/(2) SIMPSON
CMT12 STRAPS W/ 38" END LENGTH.
SHEATHING DATUM
R0 R8
NOTE:
PROVIDE SPLINE PANEL EDGE REINFORCEMENT
ALONG ALL UNSUPPORTED PANEL EDGE
PER DETAIL B.S2.4
B
S2.4
DRAG STRUT
2x8 DRAG STRUT
2x8 DRAG STRUT
(2) 2x12 DRAG STRUT
ATTACH DRAG STRUT OVER SHEARWALL
W/4"x0.25" TIMBERLOK FASTENERS @ 6" O/C
ATTACH DRAG SRUT OVER
SHEARWALL W/4"x0.25" TIMBERLOK
FASTENERS @ 2" O/C (STAGGERED)
1 1/8" PLYWOOD SHEATHING, TYP.
1/4"x2" PLYWOOD SPLINE, CONT.
PANEL EDGE
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S2.4
ROOF SHEATHING
PLAN
SCALE: 3/16" = 1'-0" (22x34)
A
S2.4
ROOF SHEATHING PLAN
SCALE: 6" = 1'-0" (22x34)
B
S2.4
PLYWOOD SPLINE PANEL EDGE
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
(NO REVISIONS ON
THIS SHEET)1
240320 PACAB Work Session Laydown-Uplands
A
S3.2
E
S4.2
2 3 4.14 5 6 7
G
H
R1
R2
R3
R4
R5
R6
R7
D
S4.2
A
S4.3
B
S4.3
C
S4.3
5 3/4" THICKx4' TALL CONC.
'QUAD-LOK' STEM WALL W/#4
REBAR @ 16" O/C, EACH WAY
24"Wx10"D CONC. FOOTING
W/(3)#5 REBAR, CONT.
E
S4.1
1 1/2" TYPE B 20GA STEEL
DECKING (SPAN DECKING E-W)
R=29'-7 3/4"5" CONC. SLAB W/ W1.4xW1.4
6x6 WWM THROUGHOUT
ALIGN EDGE OF CONC.
SLAB W/ EDGE OF FRAMING
R0 R8
EDGE OF FRAMING & FACE OF
CONCRETE RADIUS= 29'-10 3/4"
HOLD METAL DECKING BACK
3" FROM EDGE (R=29'-7 3/4")
2x10 TEMPORARY
SHORING, TYP.
-BEAM HANGER PER DETAIL A/S4.5
-BEAM HANGER PER DETAIL B/S4.5
LEGENDNOTE:
1). SPRAY POLYURETHANE FOAM INSULATION
PER ARCH TO UNDERSIDE OF DECK.
2). APPLY 60 MIL THICK LAYER OF POLYUREA
COATING TO UNDERSIDE OF INSULATION.
A
S5.6
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S2.5
ENLARGED
FOUNDATION @
OVERSLOPE
SCALE: 3/8" = 1'-0" (22x34)
A
S2.5
ENLARGED FOUNDATION @ OVERSLOPE
PLAN NORTHTRUE NORTH
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
A
S3.2
HSS4"x2"x1/4"HSS4"x2"x1/4"
3 1/8"x18" GLULAM
3 1/8"x18" GLULAM
5 1/8"x18" GLULAM
5 1/8"x18" GLULAM
3 1/8"x18" GLULAM
3 1/8"x18" GLULAM
3 1/8"x18" GLULAM
5 1/8"x18" GLULAM
5 1/8"x18" GLULAM
2 3 4.14 5 6 7
F
F.2
G
H
C
S5.1
-BEAM HANGER PER SCHEDULE
LEGEND:
R1
R2
R3
R4
R5
R6
R7
R0 R8
3 1/8"x18" GLULAM
C
S5.2
B
S5.2
5 1/8"x18" GLULAM
5 1/8"x18" GLULAM
-HSS COLUMN
1
3
2
4
5 6 7
8
3
2
4
567
8
9
10
11 911
12
19 19
15
14
16
18
17 E
S5.3
1 3/4"x18" VERSALAM
S5.3
D
OUTER 2x4 STUDS. PROVIDE STUDS
@ ARCH'L PANEL Z SUPPORTS
INNER 2x4 STUDS @ 8" O/C.
ALIGN W/ EDGE OF DRYWALL SHEATHING, TYP.
OUTER 2x4 STUDS. PROVIDE STUDS
@ OSB SHEATHING EDGES
A
S5.6
A
S5.6
TYP.
13
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S2.6
ENLARGED ROOF
FRAMING @
OVERSLOPE SCALE: 3/8" = 1'-0" (22x34)
A
S2.6
ENLARGED ROOF FRAMING @ OVERSLOPE
BEAM HANGER SCHEDULE
MARK TYPE DETAILS
3 1/4" GLB HANGER A/S5.4
3 1/4" GLB HANGER A/S5.4
3 1/4" GLB HANGER A/S5.4
3 1/4" GLB HANGER A/S5.4
3 1/4" GLB HANGER A/S5.4
3 1/4" GLB HANGER A/S5.4
3 1/4" GLB HANGER A/S5.4
3 1/4" GLB HANGER A/S5.4
5 1/4" GLB HANGER B/S5.4
5 1/4" GLB HANGER B/S5.4
5 1/4" GLB HANGER B/S5.4
5 1/4" GLB HANGER B/S5.4
SKEWED DOUBLE BEAM
HANGER
A/S5.5
DOUBLE BEAM HANGER B/S5.5
MULTI BEAM COLUMN CAP C/S5.5
SIMPSON CCO 5 1/4 COLUMN
CAP
N/A
SIMPSON ECCO 5 1/4
COLUMN CAP
N/A
SIMPSON CCO COLUMN CAP
W/5 1/8" MAIN MEMBER & 5
1/8" SIDE MEMBER
N/A
5 1/4" GLB HANGER B/S5.6
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
1
19
1
1
1 1
1TYP.
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
(FUTURE ELEVATOR)
(FUTURE STAIR WELL)
5 6 7
D
E
F
F.2
3 1/8"x18" GLULAM
3 1/8"x18" GLULAM
F
S5.2
G
S5.2
B
S5.3
1 3/4x18" VERSALAM
1 3/4x18" VERSALAM
3
D
DIM PER ARCH'L
DIM PER MFR DIM PER MFR
DIM PER MFR DIM PER MFR
PROVIDE 4x8 LEDGER
@ OUTLINE OF RTU
BLOCK AROUND MECH. OPENING
W/ 1 3/4"x18" VERSALAM, TYP.
3 1/8"x18" GLULAM
3 1/8"x18" GLULAM
C
S2.7
4x8 LEDGER OVER
ROOF SHEATHING
RTU CURB PER MFR.
4x8 @ PERIMETER
1 1/8" ROOF SHEATHING
INSULATION PER ARCH'L
ATTACH RTU TO 4x8 W/STAINLESS STEEL
#10 SELF-DRILLING SCREWS @ 16" O/C
SIMPSON HGA10 CLIP @
EACH JOIST BELOW, TYP.
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S2.7
ENLARGED ROOF
FRAMING PLANS
SCALE: 1/2" = 1'-0" (22x34)
A
S2.7
ENLARGED FRAMING PLAN AT FUTURE ELEVATOR/STAIR
SCALE: 1" = 1'-0" (22x34)
B
S2.7
ENLARGED FRAMING PLAN AT RTU
SCALE: 3" = 1'-0" (22x34)
C
S2.7
RTU CURB SUPPORT
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FINISH FLOOR
100' - 0"
ROOF
113' - 0"
A
S3.2
18" BCI JOIST PER PLAN GLULAM BEAM
PER PLAN
18" BCI JOIST PER PLAN
4" EXTERIOR SLAB ON GRADE PER PLAN
4" CONC. SLAB ON GRADE
W/ W1.4xW1.4 6x6 WWM
1 2 3 4.14 5 6 7 8
T.O. PARAPET
114' - 9"
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAIN SCREEN
PANEL EDGES PER A/S5.3
2x6 STUDS @ 24" O/C,
ALIGN WITH JOISTS ABOVE
1 1/8" T&G PLYWOOD SHEATHING
S5.1
D
B
S3.2
S5.2
G
S4.1
A
S4.1
D
5' - 0"
S5.1
A
S4.3
D
S5.1
A
(3) 2x8 TOP PLATES
PT 2x8 BOTTOM PLATES
PER SHEARWALL SCH.
PT 2x6 BOTTOM PLATES
PER SHEARWALL SCHEDULE
(2) 2x6 TOP PLATES
7/16" OSB SHEATHING, FASTEN
PER SHEARWALL SCHEDULE7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEDULE
2x6 STUDS @ 24" O/C,
ALIGN WITH JOISTS ABOVE
PT 2x6 BOTTOM PLATES
PER SHEARWALL SCHEDULE
(2) 2x6 TOP PLATES
7/16" OSB SHEATHING, FASTEN
PER SHEARWALL SCHEDULE
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAIN SCREEN
PANEL EDGES PER A/S5.3
(3) 2x8 TOP PLATES
PT 2x8 BOTTOM PLATES
PER SHEARWALL SCH.
7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEDULE
2x4 PARAPET WALL
FINISH GRADE
EXCAVATE AS REQ'D
(SEE SPECS)
ROOF
113' - 0"
A
S3.2
S4.1
A
1 2 3 4.14 5 6 7 8
T.O. PARAPET
114' - 9"
B
S3.2
3/4" T&G PLYWOOD ROOF SHEATHING
1 1/8" T&G PLYWOOD SHEATHING
COLUMN PER PLAN
S5.1
D
18" BCI JOIST PER PLAN18" BCI JOIST PER PLAN
1 1/8" T&G PLYWOOD SHEATHING
S5.1
A
C
S4.2
A
S5.2
4" CONC. SLAB ON GRADE
W/ W1.4xW1.4 6x6 WWM4" CONC. SLAB ON GRADE
W/ W1.4xW1.4 6x6 WWM
EXT. 4" SLAB W/
THICKENED EDGE (BEYOND)
4" EXTERIOR SLAB ON GRADE PER PLAN
5' - 0"
S4.3
D
(2)2x8 STUDS @ 24" O/C
(3) 2x8 TOP PLATES
PT 2x8 BOTTOM PLATES
PER SHEARWALL SCH.
7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEDULE
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAIN SCREEN
PANEL EDGES PER A/S5.3
(3) 2x8 TOP PLATES
4" EXTERIOR SLAB
ON GRADE PER PLAN
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAIN SCREEN
PANEL EDGES PER A/S5.3
7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEDULE
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAINSCREEN
PANEL EDGES PER A/S5.3
PT 2x8 BOTTOM PLATES
PER SHEARWALL SCH.
7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEDULE
(3) 2x8 TOP PLATES (3) 2x8 TOP PLATES
FINISH GRADE
EXCAVATE AS REQ'D
(SEE SPECS)
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S3.1
BUILDING SECTION
SCALE: 1/4" = 1'-0" (22x34)
A
S3.1
TRANSVERSE BUILDING SECTION
SCALE: 1/4" = 1'-0" (22x34)
B
S3.1
BULDING SECTION @ ENTRY
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FINISH FLOOR
100' - 0"
ROOF
113' - 0"
A
S3.1
S4.2
A
18" BCI JOIST PER PLAN GLULAM BEAM
PER PLAN
SHEARWALL PER PLAN
COLUMN PER PLAN @ RADIAL WALL
12" CONCRETE
ELEVATOR PIT SLAB
4" CONC. SLAB ON GRADE
W/ W1.4xW1.4 6x6 WWM
S4.2
E
A B C D E F F.2 G H
T.O. PARAPET
114' - 9"
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAIN SCREEN
PANEL EDGES PER A/S5.3
1 1/8" T&G PLYWOOD SHEATHING
S4.1
D
4" EXTERIOR SLAB ON
GRADE PER PLAN 6' - 0"
PT 5 1/8"x18" GLULAM
S5.2
A
S4.3
D
S4.3
A
S5.2
C
D
S5.2
2x4 PARAPET WALL
PER DETAIL D/S5.1 18" BCI BLOCKING @ 24" O/C
7/16" OSB SHEATHING, FASTEN
PER SHEARWALL SCHEDULE
5" CONCRETE
SLAB PER A/S2.2
EXCAVATE AS REQ'D
(SEE SPECS)
FINISH FLOOR
100' - 0"
ROOF
113' - 0"
A
S3.1
ABCDEFF.2G
T.O. PARAPET
114' - 9"
B
S3.1
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAINSCREEN
PANEL EDGES PER A/S5.3
S5.1
A
S4.1
E
4" SLAB ON GRADE W/ W1.4xW1.4 6x6 WWM
18" BCI JOIST PER PLANGLULAM BEAM PER PLAN
1 1/8" T&G PLYWOOD SHEATHING
GARAGE DOOR PER ARCH
CONC. DRIVEWAY PER CIVIL
S4.1
I
EVAPORATIVE TRENCH
J
S4.1
2x4 PARAPET WALL PER
DETAIL D/S5.1, TYP.18" BCI BLOCKING @ 24" O/C2x4 PARAPET WALL
(3) 2x8 TOP PLATES
PT 2x8 BOTTOM PLATES PER
SHEARWALL SCHEDULE
7/16" OSB SHEATHING, FASTEN
PER SHEARWALL SCHEDULE
(2)2x8 STUDS @ 24" O/C, ALIGN
STUD LAYOUT W/ RAINSCREEN
PANEL EDGES A/S5.3
(3) 2x8 TOP PLATES
7/16" OSB SHEATHING, FASTEN
PER SHEARWALL SCHEDULE
EXCAVATE AS REQ'D
(SEE SPECS)
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S3.2
BUILDING SECTION
SCALE: 1/4" = 1'-0" (22x34)
A
S3.2
LONGITUDINAL BUILDING SECTION
SCALE: 1/4" = 1'-0" (22x34)
B
S3.2
LONGITUDINAL BUILDING SECTION @ GARAGE
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FINISH FLOOR
100' - 0"
16"Wx24"D CONCRETE
FOOTING , TYP.
4" SLAB ON GRADE W/ W1.4xW1.4 6x6 WWM
1
(4) #5 BARS, CONTINUOUS
10"x5/8" ANCHOR BOLT @ 48" O/C, UNLESS NOTED
OTHERWISE ON SHEARWALL SCHEDULE
PT BOTTOM PLATES PER
SHEARWALL SCHEDULE
2" RIGID INSULATION
GL
#3 TIES @ 24" O/C
2' - 0"1' - 4"
7/16" OSB SHEATHING (2)2x8 STUDS @ 24" O/C
FINISH FLOOR
100' - 0"
FOOTING & REINFORCEMENT
PER FOOTING SCHEDULE
SLAB ON GRADE PER PLAN, CONTINUE
REINFORCEMENT THROUGH FOOTING
COLUMN PER PLAN
4.1
BASEPLATE & ANCHOR BOLTS
PER FOUNDATION FINISH PLAN
GL
WIDTH PER PLAN
FINISH FLOOR
100' - 0"
WIDTH PER PLAN
10"x5/8" ANCHOR BOLT @ 48" O/C, UNLESS NOTED
OTHERWISE ON SHEARWALL SCHEDULE
2x INTERIOR WALL
SLAB ON GRADE PER PLAN, CONTINUE
REINFORCEMENT THROUGH FOOTING
REBAR PER SCHEDULE
7/16" OSB SHEATHING
SLAB PER PLAN
SAW CUT 1/4 OF SLAB DEPTH.
FILL WITH 'SIKAFLEX'
NOTE:
CONTROL JOINTS CAN BE REPLACED W/ CONSTRUCTION JOINT
PER F/S4.1 AS REQUIRED FOR CONTSRUCTION PHASING
FINISH FLOOR
100' - 0"
1
4" SLAB ON GRADE PER PLAN
FOOTING PER DETAIL A/S4.1
HOLDOWN PER PLAN.
ALIGN W/ INSIDE EDGE OF STUD
PT BOTTOM PLATES PER
SHEARWALL SCHEDULE
GL
(2)2x8 STUDS @ 24" O/C
THREADED ROD PER MFR
W/ 3x3x1/4" WASHER, EMBED 8"
FINISH FLOOR
100' - 0"
FOOTING PER DETAIL D/S4.1
HOLDOWN PER PLAN. CENTER ON WALL.
2x INTERIOR
WALL PER PLAN
SLAB PER PLAN, CONINUE
REINFORCEMENT THROUGH FOOTING
THREADED ROD PER MFR
W/3x3x1/4" WASHER, EMBED 9"
FINISH FLOOR
100' - 0"
G
5 3/4" CONC. W/(2) 2 1/4"
INSULATION PANEL 'QUAD-LOK'
FOUNDATION STEM WALL
6"Wx5"D MONOLITHIC FOOTING
2" RIGID INSULATION
ABOVE "QUAD-LOK' FORM
(2)2x8 STUDS @ 24" O/C
HOLDOWN PER PLAN, ALIGN IN CENTER
OF STEMWALL CONCRETE.
THREADED ROD PER MFR W/3x3x1/4"
WASHER, EMBED 7" INTO FOOTING
FOOTING & STEMWALL
PER DETAIL D/S4.2
1/2" DUROCK. FASTEN TO CONC. W/ POWER
FASTENERS PER SPEC @ 12" O/C IN VERTICAL
ROWS. SPACE 24" O/C MAX ALONG PANEL EDGES
7/16" OSB SHEATHING
4" SLAB PER PLAN
#3 STIRRUPS @ 18" O/C
(4) #5 REBAR LONGITUDINAL
EAST JORDAN IRON WORKS
#6904 TRENCH GRATE & FRAME1' - 2" GRATE
1' - 0" PIT
CONC. DRIVEWAY PER CIVIL4" SLAB ON GRADE PER PLAN
24" LONG #5 SMOOTH REBAR @ 24" O/C 1/2" ASPHALT IMPREGNATED FIBERBOARD
2" RIGID INSULATION. TERMINATE
@ BOTTOM OF THICKENED EDGE
FOOTING PER DETAIL A/S4.1
SIKAFLEX SEALANT
1/2" RADIUS @ EDGE OF CONCRETE, TYP.
PER ARCH'L
GARAGE DOOR PER ARCH
4" CONC. SLAB ON GRADE
W/W1.4xW1.4 6x6 WWM, TYP.
24" LONG #5 SMOOTH REBAR @ 24" O/C 1/2" EXPANSION MATERIAL
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S4.1
DETAILS
SCALE: 1 1/2" = 1'-0" (22x34)
A
S4.1
TYP. EXTERIOR MONOLITHIC WALL FOOTING
SCALE: 1 1/2" = 1'-0" (22x34)
H
S4.1
INTEROR MONOLITHIC COLUMN FOOTING
SCALE: 1 1/2" = 1'-0" (22x34)
D
S4.1
TYP. INTERIOR MONOLITHIC WALL FOOTING
SCALE: 3" = 1'-0" (22x34)
C
S4.1
TYPICAL CONTROL JOINT
SCALE: 1 1/2" = 1'-0" (22x34)
G
S4.1
TYPICAL HOLDOWN @ EXT. WALL
SCALE: 1 1/2" = 1'-0" (22x34)
B
S4.1
TYP. HOLDOWN @ INTERIOR WALL
SCALE: 1" = 1'-0" (22x34)
E
S4.1
TYP. HOLDOWN @ STEM WALL
SCALE: 1 1/2" = 1'-0" (22x34)
J
S4.1
EVAPORATIVE TRENCH DRAIN
SCALE: 1 1/2" = 1'-0" (22x34)
I
S4.1
GARAGE DOOR THRESHOLD DETAIL
SCALE: 1 1/2" = 1'-0" (22x34)
F
S4.1
TYPICAL CONSTRUCTION JOINT
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FINISH FLOOR
100' - 0"
1 1/2" CONC. SLAB W/ W1.4xW1.4 6x6 WWM
3/4" PLYWOOD SHEATHING2x8 JOIST @ 16" O/C
6" CONCRETE STEM WALL
W/#4 REBAR @ 18" O/C,
EACH WAY IN CENTER OF WALL
12" CONC. SLAB.
SLOPE 1/8":12" TO SUMP
12"x12"x8" DEEP
SUMP (BEYOND)
SLAB PER PLAN
D E
2x4 STUDS @ 16" O/C, TYP.
CONC. FOOTING W/#5 REBAR
@ 12" O/C, EACH WAY, T&B
6"
TOP OF FOOTING
B
S4.2
WALL PER ARCH'L
12"Dx8"W THICKENED
EDGE W/#5 REBAR, TYP.
96' - 0"
5 1/2"8' - 4"2"
POWER FASTENERS @ 24" O/C, TYP.
FINISH FLOOR
100' - 0"
G
24"Wx10"D CONC. FOOTING
W/(3) #5 REBAR CONT.
5 3/4" THICK CONC. WALL W/2 1/4"
INSULATED 'QUAD-LOK' FORM
#4 REBAR @ 16" O/C, EACH WAY
6"Wx5"D MONOLITHIC FOOTING
PROVIDE 90 DEGREE
HOOK @ EACH VERT. BAR
5" CONC. SLAB W/
REINFORCEMENT PER A/S2.5
24"LONGx2" RIGID INSULATION
1/2" DUROCK PANEL.
ATTACH PER DETAIL E/S4.1
95' - 7"
TOP OF FOOTING
(=24.58' CIVIL)
(=29.0' CIVIL)
FINISH FLOOR
100' - 0"
5 3/4" THICK CONCRETE WALL
W/ 2 1/4" INSULATED 'QUAD-LOK' FORM
4" CONC. SLAB W/ W1.4xW1.4 6x6 WWM
#3x24" LONG SMOOTH DOWELED REBAR
@ 48" O/C (GREASE ONE END)
PT 5 1/8"x18" GLULAM BEAM
G
TYPE B 20GA METAL DECKING
CUSTOM GLULAM
SADDLE PER DETAIL A/S4.5
6"Wx5"D MONOLITHIC FOOTING
2" RIGID INSULATION
FOOTING & REINFORCEMENT
PER DETAIL D/S4.2
#4 REBAR @ 16" O/C, EACH WAY
5" CONC. SLAB W/
REINFORCEMENT PER A/S2.5
3/4"DIA THREADED ROD W/3x3x1/4"
PLATE WASHER. REMOVE INSULATION
AS REQ'D TO INSTALL WASHERS
95' - 7"
TOP OF FOOTING
(=29.0' CIVIL)
(=24.58' CIVIL)
SPRAY POLYURETHANE FOAM
INSULATION PER ARCH.
60 MIL THICK POLYUREA COATING
HOT DIPPED GALVANIZED
HSS4x4x1/4" COLUMN
THICKENED SLAB EDGE INCREASED
TO 12" WIDE @ PILASTER
12" DIA PILASTER W/ (3) #5 REBAR VERT.
EVENLY SPACED IN CIRCULAR LAYOUT,
AND #3 TIES @ 8" O/C
FOOTING & REINFORCEMENT
PER FOOTING SCHEDULE
BASEPLATE & ANCHOR BOLTS
PER FOUNDATION FINISH PLAN
(3) #3 TIES @ 2" O/C
WRAP IN (2) LAYERS OF 6MIL
POLYETHYLENE SHEETING
PRIOR TO BACK FILL
NFS GRAVEL
1 1/2"
FINISH FLOOR
100' - 0"
5 6 7
CONC. FOOTING W/#5 REBAR
@ 12" O/C, EACH WAY, T&B
2x6 INT. WALL, TYP.MONO FOOTING
PER PLAN, TYP.
TOP OF FOOTING
12"Dx8"W THICKENED
EDGE W/#5 REBAR, TYP.
3/4" PLYWOOD SHEATHING2x8 JOIST @ 16" O/C
6" CONCRETE STEM WALL
W/#4 REBAR @ 18" O/C,
EACH WAY IN CENTER OF WALL
12" CONC. SLAB.
SLOPE 1/8":12" TO SUMP
12"x12"x8" DEEP
SUMP (BEYOND)
2x4 STUDS @ 16" O/C, TYP.
2x8 BLOCKING @ PERIMETER, TYP.
1 1/2" CONC. SLAB W/1.4x1.4 6x6 WWM
96' - 0"
MONO FOOTING
PER PLAN, TYP.
SLAB PER PLAN
1' - 3 1/2"8' - 0"6 1/2"
6"
POWER FASTENERS @ 24" O/C, TYP.
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S4.2
DETAILS
SCALE: 1" = 1'-0" (22x34)
A
S4.2
ELEVATOR PIT TRANSVERSE SECTION
SCALE: 1" = 1'-0" (22x34)
D
S4.2
FOUNDATION STEM WALL @ GL-G
SCALE: 1 1/2" = 1'-0" (22x34)
E
S4.2
BEAM CONNECTION @ STEM WALL
SCALE: 1" = 1'-0" (22x34)
C
S4.2
INDEPENDENT COLUMN BEARING
SCALE: 1" = 1'-0" (22x34)
B
S4.2
ELEVATOR PIT LONGITUDINAL SECTION
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
(NO REVISIONS ON
THIS SHEET)1
240320 PACAB Work Session Laydown-Uplands
FINISH FLOOR
100' - 0"
H
RADIAL WALL STUDS PER PLAN
4"X1/2"DIA. POST INSTALLED ANCHOR
BOLTS @ 48" O/C. MIN. (2) PER WALL SECTION
5 1/4"Dx6"Wx1/4" BENT PLATE. FORM
TO ALIGN W/ EDGE OF FRAMING
5 1/8"x18" GLULAM BEAM, TYP.
1 1/2" TYPE B 20GA
METAL DECKING, TYP.
5" CONC. SLAB W/
REINFORCEMENT PER A/S2.5
ATTACH BENT PLATE W/4"x0.25"
'TIMBERLOK' FASTENERS @ 12" O/C
2" RIGID INSULATION
(OVERHANG VARIES)
HOLD BACK METAL
DECKING 3" (R=29'-7 3/4")
SPRAY POLYURETHANE
FOAM INSULATION PER ARCH CEDAR 1x6
SOLID BLOCKING @ 16" O/C.
THICKNESS VARIES ALONG RADIUS.
EXTEND PHENOLIC PANELS 1/4"
PAST BOTTOM OF GLULAMS
60 MIL THICK POLYUREA COATING
FINISH FLOOR
100' - 0"
H
16"x16" CONC. PILASTER
5 1/8"x18 GLULAM BEAM
(3) #3 REBAR TIES @ 1 1/2" O/C @ TOP
RADIAL WALL STUDS PER PLAN
5 1/4"Dx6"Wx1/4" BENT PLATE.
FORM TO ALIGN W/ EDGE OF FRAMING
(3) #3 REBAR TIES @ 1 1/2" O/C @ TOP
BEAM SADDLE
PER DETAIL B/S4.5
5" CONC. SLAB W/
REINFORCEMENT PER A/S2.5
1 1/2" TYPE B 20GA
METAL DECKING
7/16" OSB WALL SHEATHING, TYP.S4.3
B
1' - 4"
#3 HORIZ. TIES @ 8" O/C
(8) #6 VERT. BARS
SECTION AA
2' - 0"
#3 HORIZ. TIES @ 8" O/C
(11) #6 VERT. BARS
SECTION BB
A A
B B
VERT REBAR PER SECTION
#3 REBAR TIES @ 8" O/C
16"x22" CONC. PILASTER
VERT REBAR PER SECTION
#3 REBAR TIES @ 8" O/C
FOOTING & REINFORCEMENT
PER FOOTING SCHEDULE
8"
ELEV. = 95' - 11 1/4"
TOP OF CONC.
HOLD BACK METAL
DECKING BACK 3" (R=29'-7 3/4")
(3) DAYTON SUPERIOR DBDI SPLICE
SYSTEM D102A 90DEG. HOOKED
DOWEL BAR. #7 REBAR A=13". B=36"
(3) DAYTON SUPERIOR DBDI SPLICE
SYSTEM D103A 180DEG. HOOKED
DOWEL BAR. #7 REBAR A=13". C=4"
FINISH FLOOR
100' - 0"
H
5 1/8"x18 GLULAM BEAM
HSS4x2x1/4" POST, TYP.
HOLD BACK METAL
DECKING 3" (R=29'-7 3/4")
5 1/4"Dx6"Wx1/4" BENT PLATE.
FORM TO ALIGN W/ EDGE OF FRAMING
BASEPLATE & ANCHOR BOLTS
PER FOUNDATION FINISH PLAN
1 1/2" TYPE B
20GA METAL DECKING
#5 HAIRPIN, 36"
LONG W/ 4" RADIUS TO EDGE OF FRAMING
3/4" EDGE OF POST
ATTACH BENT PLATE W/4"x0.25"
'TIMBERLOK' FASTENERS @ 12" O/C
1x6 CEDAR PLATESPRAY POLYURETHANE FOAM
INSULATION PER ARCH.
60 MIL THICK POLYUREA COATING
4" EXT. SLAB PER PLAN4" INT. SLAB PER PLAN
24" LONG #5 SMOOTH REBAR @ 24" O/C 1/2" EXPANSION MATERIAL
2" RIGID INSULATION
FOOTING PER DETAIL A/S4.1
GL
2 1/2" PANELING
16"Wx24"D MONO FOOTING
24"Wx10"D FOOTING
W/5 3/4" STEM WALL
STEM WALL REINFORCEMENT PER DETAIL D/S4.2
(4) 30"x30" BENT #5 BARS ALIGNED
W/ MONOLITHIC REINFORCEMENT
FINISH FLOOR
100' - 0"
4"
4" SLAB ON GRADE
REINFORCEMENT PER PLAN
BEND REINFORCEMENT AS
REQ'D TO MAINTAIN COVER
4"
DIM PER ARCH'L
4" EXT. SLAB PER PLAN4" INT. SLAB PER PLAN
24" LONG #5 SMOOTH REBAR @ 24" O/C 2x2 NAILER
2" RIGID INSULATIONFOOTING PER DETAIL A/S4.1
GL
2x8 WALL (BEYOND)
SLAB ELEVATION TO
MATCH FINISH FLOOR
@ DOOR.GRADE AWAY
AS REQ'D TO MATCH
SLAB ELEV. PER CIVIL
30" FROM DOOR.
TEMPORARY DAYTON SUPERIOR PLUG
DAYTON SUPERIOR DBD1
SPLICE SYSTEM RUBBER GASKET, TYP.
1 1/8" THREADED ROD
W/ NUT & WASHER, TYP.
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S4.3
DETAILS
SCALE: 1 1/2" = 1'-0" (22x34)
B
S4.3
RADIAL WALL BEARING
SCALE: 1" = 1'-0" (22x34)
A
S4.3
RADIAL FOOTING & PILASTER @ OVERSLOPE
SCALE: 1 1/2" = 1'-0" (22x34)
C
S4.3
COLUMN @ RADIAL WALL BEARING
SCALE: 1 1/2" = 1'-0" (22x34)
D
S4.3
TYPICAL CONSTRUCTION JOINT @ EXT. SLAB
SCALE: 1 1/2" = 1'-0" (22x34)
E
S4.3
MONO FOOTING TO STEM WALL
SCALE: 1 1/2" = 1'-0" (22x34)
F
S4.3
2" SLAB RECESS
SCALE: 1 1/2" = 1'-0" (22x34)
G
S4.3
MAN DOOR THRESHOLD
COLUMN, FOOTING, AND STEEL BEAM
SEATS ARE INCLUDED IN "COMBINED
COLUMNS FOR HABROMASTER OFFICE/
BOARDWALK" BID ITEMS
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
(NO REVISIONS ON
THIS SHEET)1
2
2 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
2 1/4"
2"
GL
(W)
DIM2
1 1/4"1 1/4"
1 1/4"
GL
1/4"
NOTE:
1). ALL BASEPLATES ARE 1/4" PLATE
2.) ELEVATION REFERS TO BOTTOM OF BASEPLATE
4 1/2"
NOTE:
1). ALL BASEPLATES ARE 1/4" PLATE
2). ELEVATION REFERS TO BOTTOM OF BASEPLATE
3). PLATE B3.4, B3.5, AND B3.6 SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.
EQEQ
1 1/4"
GL
DIM2
GL
(W)
1/4"
NOTE:
1). ALL BASEPLATES ARE 1/4" PLATE
2).ELEVATION REFERS TO BOTTOM OF BASEPLATE
GL
GL
1 1/4"
EQ EQ
(W)
DIM2
1/4"
NOTES:
1). ALL BASEPLATES ARE 1/4" PLATE
2). ELEVATION REFERS TO BOTTOM OF BASEPLATE
3). ALIGN EDGE OF PLATE W/ EDGE OF FRAMING, TYP.
4). ANCHOR BOLTS TO BE WELDED TO BOTTOM SIDE OF BASEPLATE
EQ EQ
1/4"
PLATE TO
COLUMN
(W)
OUTSIDE EDGE OF FRAMING
1 1/4"1 1/4"
1/4"
ANCHOR BOLT
TO PLATE
GL
DIM1
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S4.4
FOUNDATION
BASEPLATES
SCALE: 3" = 1'-0" (22x34)
A
S4.4
BASEPLATE TYPE B1
SCALE: 3" = 1'-0" (22x34)
C
S4.4
BASEPLATE TYPE B3
SCALE: 3" = 1'-0" (22x34)
B
S4.4
BASEPLATE TYPE B2
BASEPLATE TYPE B1 SCHEDULE
PLATE # LENGTH, L WIDTH, W COLUMN GL / DIM1 GL / DIM2 ELEVATION
ANCHOR
BOLT
B1 6 3/4" 6 1/2" HSS3 1/2X3 1/2X5/16 F / 2 5/8" 2 / 5" 100'-0" 5/8"X10"
LONG
BASEPLATE TYPE B2 SCHEDULE
PLATE
#LENGTH, L WIDTH, W COLUMN GL / DIM1 GL / DIM2 ELEVATION
ANCHOR
BOLT
B2.1 3 1/2" 8" HSS3X3X1/4 D / 1 3/4" 5 / 1'-1 3/4" 100'-0" 5/8" X 10"
LONG
B2.2 3 1/2" 8" HSS3X3X1/4 D / 1 3/4" 5 / 9'-5 1/4" 100'-0" 5/8" X 10"
LONG
B2.3 3 1/2" 8" HSS3X3X1/4 E / 1 3/4" 5 / 1'-1 3/4" 100'-0" 5/8" X 10"
LONG
B2.4 3 1/2" 8" HSS3X3X1/4 E / 1 3/4" 5 / 9'-5 1/4" 100'-0" 5/8" X 10"
LONG
B2.5 3 1/2" 8" HSS3X3X1/4 C / 4'-10 3/4" 6 / 2'-6 1/4" 100'-0" 5/8" X 10"
LONG
B2.6 3 1/2" 8" HSS3X3X1/4 D / 1 3/4" 6 / 2'-6 1/4" 100'-0" 5/8" X 10"
LONG
BASEPLATE TYPE B3 SCHEDULE
PLATE # LENGTH, L WIDTH, W COLUMN GL / DIM1 GL / DIM2 ELEVATION
ANCHOR
BOLT
B3.1 10" 5 1/2" HSS5x5x3/8" G / 0'-2 5/8" R4 / 0" 100'-0" 5/8"DIAx10"
LONG
B3.2 10" 5 1/2" HSS5x5x3/8" G / 4'-8" R4 / 0" 100'-0" 5/8"DIAx10"
LONG
B3.3 10" 5 1/2" HSS5x5x3/8" F.2 / 0" R4 / 0" 100'-0" 5/8"DIAx10"
LONG
B3.4 9" 4 1/2" HSS4x4x1/4" C / 5'-6" 3 / 3'-11" 99'-4" 5/8"DIAx10"
LONG
B3.5 9" 4 1/2" HSS4x4x1/4" C / 5'-6" 3 / 12'-11" 99'-4" 5/8"DIAx10"
LONG
B3.6 9" 4 1/2" HSS4x4x1/4" C / 5'-6" 5 / 6" 99'-4" 5/8"DIAx10"
LONG
SCALE: 3" = 1'-0" (22x34)
D
S4.4
BASEPLATE TYPE B6
BASEPLATE TYPE B6 SCHEDULE
PLATE # LENGTH, L WIDTH, W COLUMN GL / DIM1 ELEVATION ANCHOR BOLT
B6.1-B6.7 5 1/2" 4" HSS4x2x1/4" R1-R7 / 0" 100'-0" 5/8"x4" NELSON STUD
B6.8-B6.15 5 1/2" 4" HSS4x2x1/4" R1-R7 / 4'-3 1/4" 100'-0" 5/8"x4" NELSON STUD
B6.16 7" 4" HSS6x3x1/4" 8 / 3 3/4" 100'-0" 5/8"DIAx8"LONG
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
G
R4
1 1/2"
TYP. FRONT ELEVATION
5 1/4"
3/8" PLATE
3/4"DIA. BOLT, TYP.
1/4" PLATE, TYP.
1/4"
FLARE TOP OF
VERT. PLATE, TYP.
5 1/4"
(SEE SECTION AA)
TYP. SIDE ELEVATION
1/4" PLATE
3/8" PLATE
3/4"DIA. BOLT, TYP.
2"
8"
SECTION AA @ R4 SECTION AA @ R5 & R3 SECTION AA @ R6 & R2 SECTION AA @ R7 & R1
1' - 0"1' - 0"1' - 2"1' - 4 3/4"
9 3/8"6"6"
(MIRROR FOR R1)
1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"1 1/2"
SECTION AA @ R8 & R0
(MIRROR FOR R0)(MIRROR FOR R2)(MIRROR FOR R3)
A A
A A
7 1/2"
1' - 2"
1 1/2"1 1/2"
7 1/2"
3/4"DIA. BOLT W/1"x13/16"
SLOTTED HOLE
3"x3"x1/4" PLATE
WASHER, TYP.
NOTE:
ALL HARDWARE ON THIS SHEET SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION
R.X
1/4"
1/4"
TYP.
12"x9"x1" BASEPLATE
5/8"DIAx10"
NELSON STUD, TYP.
1/4"
TYP.
1/4"
1/4"
TYP.
1/4" PLATE, TYP.5 1/4"
5 1/4"
(4) 5/8"DIAx10" NELSON
STUDS, BELOW, TYP.
TYP. FRONT ELEVATION
12"x9"x1" BASEPLATE.
1/4" PLATE, TYP.
CENTERLINE WORKING POINT
COORDINATE. SEE SHEET S2.1
2 1/2"2 1/2"
3/4"DIA. BOLT, TYP.
CENTER ON FLANGE
12"x9"x1" BASEPLATE
5/8"DIAx10"
NELSON STUD, TYP.
1/4"
TYP.
1/4" ANGLED PLATE
TYP. SIDE ELEVATION
1 3/8"2 1/2"
3/4"DIA. BOLT, TYP.
CENTER ON FLANGE
SECTION BB
A A A A
PILASTER PER PLANPILASTER
PER PLAN 16"x16" CONC. PILASTER BELOW
1/4"
1/4"
TYP.
3/4"DIA. BOLT W/1"x13/16"
VERTICAL SLOTTED HOLE
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S4.5
FOUNDATION BEAM
SADDLES
SCALE: 1 1/2" = 1'-0" (22x34)
A
S4.5
FOUNDATION STEM WALL RADIAL BEAM SADDLES
SCALE: 3" = 1'-0" (22x34)
B
S4.5
RADIAL BEAM SADDLE @ PILASTER
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
ROOF
113' - 0"
1 1/8" T&G PLYWOOD SHEATHING
(3) 2x8 TOP PLATES
(2)2x8 STUDS @ 24" O/C
18" BCI 90 2.0 @ 24" O/C
PARAPET WALL W/2x4 (FLAT) STUDS @ 16" O/C
7/16" OSB SHEATHING.
FASTEN PER SHEARWALL SCHEUDLE
BLOCK JOISTS @ BEARING LOCATIONS
W/ 2x6 EACH SIDE OF WEB
1 1/4"x18" VERSARIM, TYP.
8
2x4 T-BRACE @ 16" O/C
7/16" OSB SHEATHING
T.O. PARAPET
114' - 9"
SIMPSON H3 @ EACH STUDS
2x6 TOP PLATE
GL
ATTACH STUD TO PLATE W/ SIMPSON H6 TIE @ EACH STUD
(4) 16D NAILS
8D NAILS @ 6" O/C
(2) 6"x0.25" TIMBERLOK FASTENERS
EACH SIDE OF WEB (4 TOTAL)
SIMPSON H6 @ EACH JOIST
ROOF
113' - 0"
F.2
B
ELEVATION
1 1/8" T&G PLYWOOD SHEATHING16D NAILS @ 16" O/C
COLUMN PER PLAN
2x4 WALL (BEYOND)
SIMPSON ECCO 5 1/4"
COLUMN CAP
5 1/8"x18" GLULAM BEAM @ 48" O/C18" BCI 90-1.2 @ 24" O/C
B
1/4"
10D @ 4" O/C
BEAM PER SCHEDULE
BEAM PER SCHEDULE
PLYWOOD SHEATHING JACK STUDS PER
PLAN (NOT LESS
THAN 2)
KING STUDS PER
PLAN (NOT LESS
THAN 2)
(6) ¼" DIA
TIMBERLOK
SCREWS W/ 3"
EMBED INTO
HEADER
ELEVATIONSECTION 'AA'
ROOF
113' - 0"
8
T.O. PARAPET
114' - 9"
1 1/8" T&G PLYWOOD SHEATHING
(3) 2x8 TOP PLATES
(2)2x8 STUDS @ 24" O/C.
PARAPET WALL
W/2x4 (FLAT) STUDS @ 16" O/C
7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEUDLE
PROVIDE (2)SIMPSON H6 STRAPS @ EACH BEAM
1 1/4"x18" VERSARIM, TYP.
2x4 T-BRACE @ 16" O/C
7/16" OSB SHEATHING
SIMPSON H3 @ EACH STUD
2x6 TOP PLATE
3 1/8"x18" GLULAM BEAM
(4) 16D NAILS
8D NAILS @ 6" O/C
ATTACH STUD TO PLATE W/ SIMPSON H6 TIE @ EACH STUD
18" BCI 90 2.0 BLOCKING
ABOVE BEARING WALL
18" BCI 90 2.0 @ 24"
O/C, PER PLAN
(2) 2x6 TOP PLATES
2x6 STUDS @ 24" O/C.
ALIGN WITH JOISTS
7/16" OSB SHEATHING AS
REQUIRED PER SHEARWALL PLAN
1 1/8" T&G PLYWOOD SHEATHING, TYP.
BLOCK WEB W/2x6,
EACH SIDE @ BEARING WALL
BLOCK WEB W/2x6,
EACH SIDE @ BEARING WALL
1 1/8" PLYWOOD SHEATHING, TYP.
18" BCI 90 2.0 BLOCKING
ABOVE BEARING WALL
18" BCI 90 2.0 @ 24"
O/C, PER PLAN
(2) 2x6 TOP PLATES
2x6 STUDS @ 24" O/C.
ALIGN WITH JOISTS
ELEVATION SECTION CC
10D NAILS @ 6" O/C
(2) 16D NAILS @ 8" O/C
2
F
F.2
SECTION BB
2x4 INTERIOR SHEARWALL
2x6 INTERIOR SHEARWALL
NOTE:
BCI LAYOUT TO ORIGINATE
DIRECTLY ADJACENT TO HSS COLUMN
HSS3 1/2"x3 1/2"x5/16"
(SCALE: 3/4"=1'-0")
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S5.1
DETAILS
SCALE: 1 1/2" = 1'-0" (22x34)
D
S5.1
TYP. EXTERIOR JOIST BEARING
SCALE: 1 1/2" = 1'-0" (22x34)
C
S5.1
JOIST & GLB BEARING @ INTERIOR WALL
SCALE: 1 1/2" = 1'-0" (22x34)
A
S5.1
TYPICAL HEADER
SCALE: 1 1/2" = 1'-0" (22x34)
B
S5.1
GLULAM BEARING @ EXTERIOR WALL
SCALE: 1 1/2" = 1'-0" (22x34)
E
S5.1
TYP. JOIST BEARING @ INTERIOR WALL
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
C
2x10 LEDGER, TYP.
2x6 JOISTS @ 24" O/C, ALIGN
W/ PANEL JOINTS PER ARCH'L
2x6 STUDS @ 16" O/C, ALIGN
W/ PANEL JOINTS PER ARCH'L
4x10
3/4" T&G PLYWOOD
SHEATHING
12" LONG L8x3x1/4"
1/4"
(2)2x8 STUDS @ 24" O/C
(4) 5/8"
BOLTS, TYP.SIMPSON LU26
HANGER @ EACH JOIST
(3) 4"x0.25" TIMBERLOK
FASTENERS @ EACH STUD
SIMPSON LU210 HANGER @ EACH JOIST
2x6 LEDGER
2x10 JOISTS @ 24" O/C
4"x0.25" TIMBERLOK
FASTENERS @ 24" O/C
BLOCK AS REQ'D
1/2" PLYWOOD
SHEATHING
ROOF
113' - 0"
T.O. PARAPET
114' - 9"
2x4 STUDS @ 16" O/C
SIMPSON ECCO 3 1/4"
COLUMN CAP, TYP
HSS4x2x1/4"
3 1/8"x18"GLB
1 1/8" T&G PLYWOOD
ROOF SHEATHING
2x4 (FLAT) @ END OF
EACH GLULAM BEAM, TYP.
ATTACH 2x4(FLAT) STUD TO
END OF GLULAM W/(5) 1/4"x5"
TIMBERLOCK FASTENERS, TYP.
1/4"
3/4"
2 LAYERS 3/4" PLYWOOD PLATE
2 LAYERS 3/4" PLYWOOD PLATE
HSS4x2x1/4" POST2x4 STUDS PER PLAN
7/16" OSB SHEATHING
3/4" PLYWOOD SHIM
PHENOLIC PANEL & HAT
CHANNEL PER ARCH'L1.5"Lx#12 SELF DRILLING STAINLESS
STEEL NEOPRENE WASHERED
FASTENER @ 12" O/C MAX.
TYP. PANEL TO FURRING
2x8 EACH SIDE OF POST, TYP.
ROOF
113' - 0"
T.O. PARAPET
114' - 9"
2x4 STUDS @ 16" O/C
1 1/8" T&G PLYWOOD
ROOF SHEATHING
2x4 (FLAT) @ 16" O/C
ATTACH 2x4(FLAT) STUD W/(4)
2 1/2" #8 SCREWS SPACED 3" O/C
2 LAYERS 3/4" PLYWOOD PLATE
2 LAYERS 3/4" PLYWOOD PLATE
7/16" OSB SHEATHING, TYP.
1 1/4"x18" VERSARIM PLATE
CURVED 2x8 TOP PLATE
RADIAL WALL STUDS PER PLAN
2 1/2" #8 SCREWS @ 6" O/C
1/4"
1/4"
1/4"
1/4"
4x10 HEADER 5 1/8"x12" GLULAM BEAM
HSS6x3x1/4" POST
2x8 PLATE EACH SIDE OF POST
1/4" PLATE BEAM HANGER
ATTACH BEAM W/(2)
5/8"DIA. BOLTS, TYP.3 1/2"
3 1/2"
7 1/4"x3 1/2"x1/4" PLATE
(3) 4"x0.25" TIMBERLOCK
FASTENERS, EACH SIDE (6 TOTAL)1/4"
TRIPLE TOP PLATE, TYP.
ROOF
113' - 0"
1 1/8" PLYWOOD ROOF SHEATHING
1 3/4"x18" VERSALAM
18" 90 2.0 BCI JOISTS @ 24 O/C18" 90 2.0 BCI JOISTS @ 24 O/C
MIU3.56/18 @ EACH JOIST, TYP.
ROOF
113' - 0"
1 1/8" PLYWOOD ROOF SHEATIHNG
SIMPSON MIU3.56/18 HANGER
@ EACH JOIST, TYP.3 1/8"x18" GLULAM GIRDER BEAM
18" 90 2.0 BCI JOIST @ 24" O/C18" 90 2.0 BCI JOIST @ 24" O/C
SHEARWALL EDGE NAILING
PER SHEARWALL SCHEDULE
SHEARWALL EDGE NAILING
PER SHEARWALL SCHEDULE
BLOCKING AS REQ'D
COLUMN PER PLAN
SIMPSON 2 3/8" TB SCREWS @ 12" O/C, TYP.
SHEATHING PER SHEARWALL SCHEDULE
PANEL EDGE NAILING
PER SHEARWALL SCHEDULE16D NAILS @ 4" O/C
7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEDULE
7/16" OSB SHEATHING. FASTEN
PER SHEARWALL SCHEDULE
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S5.2
DETAILS
SCALE: 1" = 1'-0" (22x34)
A
S5.2
ENTRY CANOPY FRAMING
SCALE: 1 1/2" = 1'-0" (22x34)
C
S5.2
POST CAP @ RADIAL WALL
SCALE: 3" = 1'-0" (22x34)
D
S5.2
POST @ RADIAL WALL
SCALE: 1 1/2" = 1'-0" (22x34)
B
S5.2
TYP. EAVE @ RADIAL WALL
SCALE: 1 1/2" = 1'-0" (22x34)
E
S5.2
BEAM & HEADER CONNECTION TO POST
SCALE: 1 1/2" = 1'-0" (22x34)
F
S5.2
JOIST HANGER @ BCI GIRDER
SCALE: 1 1/2" = 1'-0" (22x34)
G
S5.2
JOISTS HANGER @ GLULAM GIRDER
SCALE: 3" = 1'-0" (22x34)
H
S5.2
SHEARWALL END MEMBER TO HSS COLUMN
SCALE: 1 1/2" = 1'-0" (22x34)
I
S5.2
SHEARWALL SPLICE
1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
ALIGN WALL STUD
LOCATION WITH
PANEL JOINTS
NOTE: FASTEN FURRING INTO
ALIGNED STUD. IN THE CASE OF
MISALIGNED STUDS PROVIDE
HORIZONTAL BLOCKING
PREFINISHED EXTRUDED
ALUMIN VERTICAL
FURRING. PROVIDE 0.09"
THICK NORTHCLAD HATS,
ZEES AND CLOSURES AS
REQUIRED
1.5" LONG X #12 SELF
DRILLING STAINLESS STEEL
NEOPRENE WASHERED
FASTENER @ 12" O/C MAX.
TYPICAL FURRING TO STUD.
#12 SELF DRILLING
STAINLESS STEEL
NEOPRENE WASHERED
FASTENER @ 24" O/C MAX.
TYPICAL PANEL TO FURRING .
RAINSCREEN PANEL
SEE ARCH
INTERIOR FINISH
SEE ARCH
EXTERIOR
SHEATHING
ROOF
113' - 0"
F
3 1/8"x18" GLULAM BEAM
3 1/8"x18" GLULAM BEAM
SIMPSON HGUS3.25/10 HANGER
1 1/8" T&G PLYWOOD SHEATHING
2x FRAMING
BEAM PER PLAN
TRIPLE TOP PLATE
(2) 2x STUDS @
EACH SIDE OF BEAM
BLOCK SOLID UNDERNEATH
BEAM DOWN TO FOOTING
BEAM PER PLAN
PLAN VIEW
SECTION AA
AA
PLAN VIEW
SECTION BB
(3) 2x8 TOP PLATES
6 3/4"x24" GLULAM BEAM
(2) SIMPSON
LS70 ANGLES
2x HORIZ. BLOCKINGSIMPSON CS16 STRAP
(3)4"x0.25" TIMBERLOK
FASTENERS, EACH SIDE
BLOCK SOLID UNDERNEATH
BEAM, DOWN TO FOOTING
6 3/4"x24" GLULAM BEAM
SIMPSON CS16 STRAP
CUT BACK BEAM &
WALL AS REQUIRED
16D NAILS @ 6" O/C
(2) SIMPSON LS70 ANGLES,
EACH SIDE OF TOP PLATES
ROOF
113' - 0"
R8
GLULAM BEAM PER PLAN
2x6 LEDGER, TYP.
4"x0.25" TIMBERLOK FASTENERS @ 4" O/C
2x10 JOISTS @ 12" O/C
1 1/8" T&G PLYWOOD SHEATHING SIMPSON L70 SKEWED ANGLE @ EACH JOIST, TYP.
HEADER PER PLAN
WINDOW
OPENING
1' - 0" MIN
SIMPSON CS16 STRAP, TYP.
EXTEND MIN. 12" BEYOND
KING STUD W/(18) 8D NAILS
BEYOND KING STUD
KING STUD PER PLAN
JACK STUD PER PLAN
BLOCK BEHIND STRAP AS REQ'D
RAINSCREEN PANEL
SEE ARCH
EXTERIOR
SHEATHING
ATTACH W/(2) 5"LONGx#12
SELF DRILLING STAINLESS STEEL
NEOPRENE WASHERED FASTENER,
ALIGN WITH STUDS, TYP.
ROOF ACCESS LADDER
PER ARCH'L.
ALUMINUM
BRACKET
PER MFR
STUDS PER PLAN
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S5.3
DETAILS
SCALE: 1 1/2" = 1'-0" (22x34)
A
S5.3
RAINSCREEN PANEL TYPICAL ATTACHMENT PLAN VIEW
SCALE: 1 1/2" = 1'-0" (22x34)
B
S5.3
GLULAM BEAM HANGER
SCALE: 1 1/2" = 1'-0" (22x34)
C
S5.3
TYP. BEAM POCKET
SCALE: 1 1/2" = 1'-0" (22x34)
D
S5.3
RADIAL WALL FRAMING @ CORNER
SCALE: 1 1/2" = 1'-0" (22x34)
E
S5.3
JOIST LEDGER CONNECTION
SCALE: 1 1/2" = 1'-0" (22x34)
F
S5.3
HORIZONTAL WINDOW STRAPPING
SCALE: 1 1/2" = 1'-0" (22x34)
G
S5.3
LADDER ATTACHMENT
(NO REVISIONS ON
THIS SHEET)1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
(NO REVISIONS ON
THIS SHEET)1
240320 PACAB Work Session Laydown-Uplands
1 1/4"
10 3/4"
5 1/4"
8"
1/4" PLATE
SADDLE
3/8" PLATE
1/4"
1/4"
3/8" PLATE
(4) 3/4"DIA
BOLTS, TYP.
(2) 3/4"DIA
BOLTS, TYP.
TYP. FRONT ELEVATION TYP. SIDE ELEVATION
5 1/4"
10 3/4"
1 1/4"1 1/4"
5 3/8"
FLARE TOP OF
VERT. PLATE,TYP.
(10)SECTION BB @ F2
B B B B
1' - 1"
7"
1 1/4"1 1/4"
1' - 0 1/4"
6 1/2"
1 1/4"1 1/4"
3
F.2
1'-10 9/16" (NTS)
(11)SECTION BB @ R2 & R6 (12)SECTION BB @ R8
G
R8
6
0'-8 7/8" (NTS)
(MIRROR FOR R6)
6"
1 1/4"
8 3/4"
3 1/4"
8"
1/4" PLATE SADDLE
3/8" PLATE
1/4"
3/8" PLATE
(4) 3/4"DIA
BOLTS, TYP.
(2) 3/4"DIA
BOLTS, TYP.
FLARE TOP OF VERT.
PLATE, TYP.
TYP. FRONT ELEVATION TYP. SIDE ELEVATION
8 3/4"
1 1/4"1 1/4"
4 3/8"
3 1/4"
9"
1 1/4"
4 1/2"
9"
1 1/4"
4 1/2"
9"
1 1/4"
4 1/2"
9 3/4"
5 1/8"
9"
4 1/2"
9"
4 1/2"
(1)SECTION AA @ F.4 (2)SECTION AA @ R0.5 & R7.5 (3)SECTION AA @ R1 & R7 (4)SECTION AA @ R1.5 & R6.5
(5)SECTION AA @ R2.5 & R5.5 (6)SECTION AA @ R3 & R5 (7)SECTION AA @ R3.5 & R4.5
(MIRROR FOR R7.5)(MIRROR FOR R7)(MIRROR FOR R6.5)
(MIRROR FOR R5.5)(MIRROR FOR R5)(MIRROR FOR R4.5)
A A A A
1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"1 1/4"
1 1/4"1 1/4"1 1/4"
F.2
3
3'-9 1/2" (NTS)EQ.
G G G
(2) 3/4"DIA
BOLTS, TYP.
R0 &R8 SIDE ELEVATION
6 1/2" MIN.
1/4" PLATE SADDLE
6"
6"
1
2
1' - 8"
7 1/2"
(8)SECTION AA @ R0 & R8
(MIRROR FOR R8)
1 1/4"1 1/4"
R0
(SCALE: 1 1/2" = 1'-0")
2' - 0"
1 1/4"
1' - 2"
1 1/4"
R0
(9)SECTION BB @ RO & R8
(MIRROR FOR R8)
(SCALE: 1 1/2" = 1'-0")
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S5.4
DETAILS
SCALE: 3" = 1'-0" (22x34)
B
S5.4
5 1/4" GLULAM BEAM HANGER
SCALE: 3" = 1'-0" (22x34)
A
S5.4
3 1/4" GLULAM BEAM HANGER
1 1
1
1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
R0
1' - 0 1/4"
1 1/4"1 1/4"
6"
5 3/4"
1 1/4"
10 3/4"
5 1/4"
1/4" PLATE
SADDLE
3/8" PLATE
1/4"
1/4"
3/8" PLATE
(4) 3/4"DIA
BOLTS, TYP.
(2) 3/4"DIA
BOLTS, TYP.
TYP. FRONT ELEVATION TYP. SIDE ELEVATION
FLARE TOP OF
VERT. PLATE,TYP.
A A
A A
(13) SECTION AA @ R0
1 1/4"
8"8"
5 1/8"
R4
G
1 1/4"
10 3/4"
5 1/4"
4"
1/4" PLATE
SADDLE
3/8" PLATE
1/4"
1/4"
3/8" PLATE
(4) 3/4"DIA
BOLTS, TYP.
(2) 3/4"DIA
BOLTS, TYP.
TYP. FRONT ELEVATION TYP. SIDE ELEVATION
FLARE TOP OF
VERT. PLATE,TYP.
B B B B
4"
(14) SECTION BB @ R4
5 1/4"
1' - 1"
R4
F.2
(15)SECTION CC
1' - 1"
3/8" PLATE
TYP. FRONT ELEVATION
SIDE ELEVATION
C C
ANGLED BEAM HANGER
PERP. BEAM HANGER (BEYOND)
ANGLED BEAM HANGER
(BEYOND)
1/4"
COLUMN TO
CAP
1/4"
COLUMN TO
CAP
1' - 4 1/2"
COLUMN PER PLAN
4 7/8"
(2) 3/4"DIA. BOLTS, TYP.
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S5.5
DETAILS
SCALE: 3" = 1'-0" (22x34)
A
S5.5
SKEWED DOUBLE BEAM HANGER
SCALE: 3" = 1'-0" (22x34)
B
S5.5
DOUBLE BEAM HANGER
SCALE: 3" = 1'-0" (22x34)
C
S5.5
MULTI BEAM COLUMN CAP
1
1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FINISH FLOOR
100' - 0"
ROOF
113' - 0"
T.O. PARAPET
114' - 9"
CURVED 2x8 TOP PLATE
RADIAL WALL STUDS
PER PLAN
ATTACH END STUD TO STEEL POST
W/(6) HILTI X-AL-H POWER FASTENERS
@ EQUAL SPACE, TYP.
ATTACH HEADER TO END STUD W/(4)
16D NAILS, TYP. (EACH SIDE)
2x8 HEADER
STEEL POST PER PLAN
CURVED 2x8 PLATE, TYP.
(OPENING)(OPENING)
SECTION AA
SECTION BB
B B
2x8 HEADER, LOCATE @
CENTER OF HSS POST, TYP
2x8 STUD @ EACH END OF WALL PANEL
STUDS PER S2.6
(ENLARGED ROOF FRAMING @ OVERSLOPE)
2x8 HEADER, LOCATE @
CENTER OF HSS POSTS, TYP.
R2
1' - 0 1/4"
1 1/4"1 1/4"
6"
5 3/4"
1 1/4"
10 3/4"
5 1/4"
1/4" PLATE
SADDLE
3/8" PLATE
1/4"
1/4"
3/8" PLATE
(4) 3/4"DIA
BOLTS, TYP.
(2) 3/4"DIA
BOLTS, TYP.
TYP. FRONT ELEVATION
TYP. SIDE ELEVATION
FLARE TOP OF
VERT. PLATE,TYP.
A A
A A
(19) SECTION AA @ R2 & R6
1 1/4"
(MIRROR FOR R6)DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
SHEET NUMBER
SHEET CONTENTS
REVISIONS:
4321
4321
D
C
B
A
D
C
B
A
ZSR
CAM
WJN
07/11/2014
CONFORMED
DRAWING SET
1358
7-11-14
S5.6
DETAILS
SCALE: 1" = 1'-0" (22x34)
A
S5.6
FRAMING ELEVATION @ RADIAL WALL
1
SCALE: 3" = 1'-0" (22x34)
B
S5.6
SKEWED DOUBLE BEAM HANGER (2)
1
NO. DATE
1 06/10/14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
2
2 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
Upgrade includes electrofin coating on evaporator, condenser and hot water coils
Kohler Kingston K-2007-0 Lavatory Sloan Optima 4 Faucet1
1
1 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1
1
1 Record Drawings
11-2016
1
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
With Manual
Dampers (Typical)
1
1
1
1 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1
1
1 Record Drawings
11-2016
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1
240320 PACAB Work Session Laydown-Uplands
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
DENOTES AVAILABLE FAULT CURRENT
PHOTOCELL CONTROL
LUMINAIRE TYPE AS NOTED ON PLAN
SWITCH LEGEND
3 (THREE WAY);4 (FOUR WAY); L (LOW VOLTAGE); D (DIMMER); K (KEYED); P (PILOT
LIGHT); V (VARIABLE SPEED CONTROL); OC (OCCUPANCY SENSOR); T (INTEGRAL
MOTOR OVERLOAD [WHERE FHP MOTOR REQUIRES AUTOMATIC CONTROL PROVIDE
MOTOR RATED "RELAY IN BOX"])
FUSEDSAFETY SWITCH / DISCONNECT
METERING DEVICE
MOTOR CONNECTION
NON FUSEDSAFETY SWITCH / DISCONNECT
ENCLOSED CIRCUIT BREAKER SWITCH
MOTOR STARTER
PUSH BUTTON CONTROL STATION
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
DOUBLE DUPLEX RECEPTACLE
DUPLEX RECEPTACLE GFCI PROTECTED
POWERDISTRIBUTION PANELBOARD
EXTERIOR LIGHT FIXTURE, POLE MOUNTED, HEADS AS SHOWN
LUMINAIRE WALL MOUNTED: TYPE AS NOTED ON PLAN
TRACK LIGHTING TRACK LENGTH AS SCALED: TYPE AS NOTED ON PLAN
EMERGENCY LIGHTING UNIT (WALL;CEILING; REMOTE HEAD)
EXIT SIGN (CEILING; WALL);SHADE DENOTES FACE; ARROWS AS INDICATED
SWITCH SINGLE POLE, SINGLE THROW, UON
JUNCTION BOX OR EQUIPMENT CONNECTION FLEX OR RECEPTACLE AS
REQUIRED (CEILING; WALL; FLOOR)
RECEPTACLE FLUSH MOUNTED IN CEILING
POWER PANELBOARD
TRANSFORMER: APPROX. PHYSICAL SIZE AS SCALED; ACTUAL
RATING AS NOTED ON ONE LINE DIAGRAMS
COMBINATION MOTOR STARTER SAFETY SWITCH / DISCONNECT
COMBINATION BATHROOM FAN/LIGHT: TYPE AS NOTED ON PLAN
DUPLEX RECEPTACLE SPLIT WIRED FOR SWITCH CONTROL OF LOWER OUTLET
DUPLEX RECEPTACLE GFCI PROTECTEDMOUNTED ABOVE COUNTERTOP
DUPLEX RECEPTACLE FLOOR MOUNTED
DOUBLE DUPLEX RECEPTACLE FLOOR MOUNTED
RECEPTACLE PENDANT MOUNTED FROM CEILING WITHKELLUM
GRIPS
DRYER RECEPTACLE 30A, 3 POLE, 4 WIRE NEMA 14 30R
ELECTRIC RANGE RECEPTACLE 50A, 3 POLE, 4 WIRE, NEMA 14 50R
SPECIAL RECEPTACLE COORDINATE EXACT NEMA CONFIGURATION
IF NOT NOTED (SURFACE; WALL)
TELECOMMUNICATION OUTLET(WALL; FLOOR)
TELEPHONE VOICE OUTLET
LINETYPE/LINEWEIGHT DENOTING DEMO WORK
LINETYPE/LINEWEIGHT DENOTING NEW WORK
LINETYPE/LINEWEIGHT DENOTINGEXISTINGWORK TO REMAIN
LINETYPE/LINEWEIGHT DENOTING FUTURE WORK
GROUND CONNECTION POINT
CONTROL PANEL TYPE AS NOTED (SURFACE; RECESSED)
LUMINAIRE EMERGENCY LIGHT
TELEVISION OUTLET RG 6 QUAD SHIELD HOMERUN, UON
2H 15a
A3[6]
a
THE NUMBERIN BRACKETS INDICATES HOW
MANY TYPICAL LUMINAIRES OF THIS TYPE
ARE IN THIS AREA
EQUIPMENT TAG LEGEND
ELECTRICAL LEGEND
CIRCUIT AND SWITCHLEG
PANEL
TYPICAL LUMINAIRE
LOWER CASE LETTER DENOTES
SWITCH LEG FOR CORRESPONDING
LUMINAIRE CONTROL
LUMINAIRES
CONTROL
SWITCHES
LUMINAIRE TYPE (UNDERLINED)
UPPERCASE LETTER OR NUMBER
DENOTES SWITCH CONFIGURATION
EQUIPMENT ID (UNDERLINED) REFER TO
EQUIPMENT CONNECTION SCHEDULE FOR
REQUIREMENTS
EQUIPMENT
CONNECTIONS TYPICAL EQUIPMENT (MOTOR
STARTER SHOWN)
AHU 1
A 1,3,5
PANEL
CIRCUIT NUMBER(S)
RECEPTACLES
NEMA CONFIGURATION FOR SPECIAL
RECEPTACLES (UNDERLINED)
MOUNTING HEIGHT AFF
PANEL
L5 20R
+48"
CIRCUIT NUMBER(S)
2L 1,3
(NOTE: THIS IS A STANDARD LEGEND AND NOT ALL SYMBOLS ARE NECESSARILY USED.)
X
PC
T
F
J J J
G
D
X
3
SMOKE DETECTOR PHOTO ELECTRIC
M SMOKE DETECTOR MULTI SENSOR TECHNOLOGY
BR SMOKE DETECTOR BEAM RECEIVER
BT SMOKE DETECTOR BEAM TRANSMITTER
HEAT DETECTOR RATE OF RISE
135°HEAT DETECTOR FIXED TEMPERATURE ASNOTED
LINE TYPE HEAT SENSITIVE CABLE DETECTOR
SMOKE DETECTOR DUCT MOUNTED
FIRE ALARM CONTROLLED MAGNETIC DOOR HOLDER / RELEASE
FIRE ALARM HORN
FIRE ALARM STROBE
FIRE ALARM COMBINATION HORN/STROBE
P FIRE ALARM PULL STATION
DUCT SMOKE DETECTOR REMOTE MONITOR/TEST STATION
TV
ALARM STROBE MULTIPLE STATION 120VAC
SMOKE AND CARBON MONOXIDE ALARM MULTIPLE STATION 120VAC/12VDC
SMOKE ALARM MULTIPLE STATION 120VAC/12VDC
DC INTRUSION DETECTION DOOR CONTACT
MS INTRUSION DETECTION MOTION SENSOR
GB INTRUSION DETECTION GLASSBREAK SENSOR
KP INTRUSION DETECTION KEYPAD
S INTRUSION DETECTION ALARM SIREN
26 05 00 COMMON WORK REQUIREMENTS FOR ELECTRICAL:
ALL ELECTRICAL WORK SHALLBE INSTALLED IN ACCORDANCE WITH ALL REQUIREMENTS OF THE LATEST EDITION OF THE
NATIONAL ELECTRIC CODE, STATE, MUNICIPAL, FEDERAL LAWS, AND AMENDMENTS GOVERNING THE PROJECT. ALL WORK
SHALL BE PERFORMED UNDER THE SUPERVISION OF A CERTIFIED ADMINISTRATOR JOURNEYMAN ELECTRICIAN. CONTRACTOR
SHALL SUBMIT REQUEST FOR SUBSTITUTION IN WRITING TO THE ENGINEER. THE CONTRACTORSHALL OBTAIN ALL REQUIRED
CONSTRUCTION PERMITS ANDPAY ALL ASSOCIATED FEES.
MATERIALS AND EQUIPMENT SHALL BE NEW COMMERCIAL GRADE ANDACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION
AS SUITABLE FOR THE USE INTENDED. ALL ELECTRICAL EQUIPMENT SHALL INCLUDE THE SEAL OF A NATIONALLY RECOGNIZED
TESTING LABORATORY FOR THE PURPOSE FOR WHICH IT IS INSTALLED.
THE CONTRACTOR IS REQUIRED TO COORDINATE THE MINIMUM WORKING CLEARANCES REQUIREDBY THE NATIONAL
ELECTRICAL CODE 110.26. THE CONTRACTOR ISREQUIRED TO COORDINATE WITH ALL SUBCONTRACTORS SO THAT
ENCROACHMENTS INTO THIS RESTRICTED SPACE ARE PREVENTED.
ALL CABLING, RACEWAYS, CABLE TIESAND COMPONENTS LOCATED IN CEILING SPACES THAT ARE PLENUMS SHALL BE PLENUM
RATED.
PENETRATIONS OF FIRE BARRIERS: ALL ELECTRICALPENETRATIONS THROUGH FIRE RATED BARRIERS SHALL BE SEALED IN
ACCORDANCE WITH NEC ARTICLE 300.21.
ACCESS PANELS: PROVIDE ACCESS PANELS FOR ALL LOCATIONS NECESSARY TO ACCESS ELECTRICAL EQUIPMENT AND JUNCTION
BOXES. ACCESS PANELS SHALL BE FIRE RATEDEQUAL TOOR EXCEEDING THE ADJACENT WALL OR CEILING CONSTRUCTION AND
PAINTED TO MATCH.
SEISMIC: CONTRACTOR TO PROVIDE DEFERRED SUBMITTAL FOR SEISMIC ANCHORING DESIGN FOR ALLEQUIPMENT OVER 300
POUNDS.
26 05 19 POWER CONDUCTORS:
ALL POWER AND CONTROL CONDUCTORS SHALLBE COPPER UNLESS NOTEDOTHERWISE. ALL CONDUCTORS ROUTEDIN
UNHEATED SPACES OF THE BUILDING, UNDERGROUND, OR LOCATED OUTSIDE OF THE BUILDING ARE REQUIRED TO HAVE TYPE
XHHW 90 DEGREE C INSULATION. ALL CONDUCTORS LOCATED IN HEATEDSPACES CAN BE XHHW OR THHN 90 DEGREE C
INSULATION UNLESS NOTED OTHERWISE. CONDUCTOR AMPACITY SHALL BE BASED ON TABLE 310 16OF THE NEC. USE 60
DEGREE C. RATING COLUMN FOR CIRCUITS TERMINATING ON DEVICES RATEDBELOW 100A. USE 75 DEGREE C RATING COLUMN
FOR CIRCUITS TERMINATING ON DEVICES ANDIN ENCLOSURES RATED 100A ANDOVER. 90 DEGREE C. RATING COLUMN CAN BE
USED FOR DERATING CALCULATIONS ONLY. PROVIDE UNSHARED DEDICATEDNEUTRAL FOR EACH CIRCUIT.
MINIMUM SIZE CONDUCTORS FOR 15 AND 20 AMP BRANCH CIRCUITS MEASURED FROM THE PANELBOARD TOTHE FURTHEST
DEVICE ON THE CIRCUIT UNLESS OTHERWISE NOTED ON THE DRAWINGS.
120 VOLT BRANCH CIRCUITS:
12 AWGUP TO 75 FEET.
10 AWG75 FEET TO 120 FEET.
8 AWGGREATER THAN 120 FEET.
INSTALL IN ACCORDANCE WITH NEC REQUIREMENTS FOR AMBIENT TEMPERATURE DERATING, CONDUIT FILL DERATINGAND
BOX FILL. COLOR CODE CONDUCTORS BLACK, RED, WHITE, AND GREEN FOR 240/120V 1 PHASE 3 WIRE CIRCUITS;BLACK, RED,
BLUE, WHITE, AND GREEN FOR 208Y/120V 3 PHASE 4 WIRE CIRCUITS AND BROWN, ORANGE, YELLOW, GRAY FOR ALL 480Y/277V
3 PHASE CIRCUITS. IDENTIFY GROUNDEDCONDUCTORS PER NEC FOR ALLCIRCUITS.
26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS:
ALL CLASS 1 CIRCUITS SHALL BE INSTALLED IN CONCEALED METALLIC RACEWAY EXCEPT WHERE SPECIFICALLY INDICATED
ELSEWHERE INTHE SPECIFICATIONS OR SHOWN ON THE DRAWINGS. CLASS 2 CIRCUITS MAY BE INSTALLED IN CABLE TRAYS OR
CAT 5 RATED J HOOKS SPACED NO MORE THAN 4 FT APART WHERE NO CABLE TRAY ISDENOTED. WHERE WIRING OR CABLING IS
ROUTED IN NON ACCESSIBLE LOCATION, A RACEWAY SYSTEM IS TO BE PROVIDED.
BELOW GRADE: PVC, HDPE OR RMC (RMC MUST BE USEDFOR 90 DEGREE BENDS AND STUB UPS).
EXPOSED INTERIOR: RMC, IMC, OR EMT.
CONCEALED INTERIOR: RMC, IMC, OR EMT. MC IS ACCEPTABLE FOR LOCAL BRANCH CIRCUITING, BUT ALL HOME RUNS SHALL BE
INSTALLED IN CONDUIT.
HAZARDOUS CLASSIFIED WIRING: RMC OR MC HL. (CONDUIT SEALS PER NEC REQUIREMENTS).
EXPOSED TO PHYSICAL DAMAGE (INSTALLED EXPOSED BELOW 8 FT): RMC. ALSO PROVIDE RMC FOR ALL PENETRATIONS AND
STUB UPS FROM CONCRETE STRUCTURES ANDFLOORS. PROVIDE 10 FT MINIMUM STUB OUT FROM UNDERGROUND LIGHT POLE
BASES.
MAKE CONNECTIONS TO MOTORS, TRANSFORMERS AND OTHER EQUIPMENT WITH FLEXIBLE METAL CONDUIT (FMC) OF
GALVANIZED STEEL. USE FITTINGS LISTED FOR USE WITH FLEXIBLE METAL CONDUIT OF ELECTRO ZINC GALVANIZEDMALLEABLE
IRONOR STEEL CONSTRUCTION. USE LIQUID TIGHT FLEXIBLE CONDUIT FOR ALL FLEXIBLE EXTERIOR LOCATIONS, WET
LOCATIONS AND CONNECTIONS TO PUMPS.
CONCEAL ALL ELECTRICAL RACEWAYS, BOXES, CABLING, CONDUCTORS AND THE LIKE IN WALLS, BELOW FLOORS, SLABS OR
ABOVE FINISHED CEILING SPACES. ELECTRICAL EQUIPMENT AND WIRING CAN BE EXPOSED IN MECHANICAL ROOMS,
TELECOMMUNICATIONROOMS OR WHERE SPECIFICALLY NOTED. DO NOT ROUTE RACEWAYS ON THE EXTERIOR SURFACE OF
THE BUILDING OR THE ROOF UNLESS SPECIFICALLY NOTED OTHERWISE.
PROVIDE ALL WIRING AND EQUIPMENT IN ELEVATOR PITS, WET OR EXTERIOR LOCATIONS USING EQUIPMENT ANDWIRING
METHODS RATED FOR WET ENVIRONMENTS.
BOXES: PROVIDE PULL AND JUNCTION BOXES AS REQUIRED PER NEC REQUIREMENTS RATEDFOR THE ENVIRONMENT
INSTALLED. BRANCH CIRCUIT JUNCTIONBOXES TO BE ELECTRO GALVANIZED, 4"SQUARE BY 1 1/2" DEEP MINIMUM FOR USE IN
INTERIORAREAS. PROVIDE 4 11/16" SQUARE BY 2 1/8" DEEP OUTLET BOXES FOR ALLVOICE AND DATA OUTLETS. DO NOT
INSTALL BOXES BACK TO BACK IN WALLS. PROVIDE SEPARATIONTO MINIMIZESOUND TRANSFER. PROVIDE FIRE RATED PADS
TO COVER EACH BOX IN FIRE RATED WALLSWHERE NECESSARY TO MAINTAIN FIRE WALLRATING.
26 2416 PANELBOARDS AND SWITCHBOARDS:
BRANCH CIRCUIT: PROVIDE ANDINSTALL NEMA PB1; BOLT ON CIRCUIT BREAKER TYPE.FS W P 115; TYPE I, CLASS 1
PANELBOARD OF THE RATING AND CONFIGURATION AS SHOWN ON THE SINGLE LINE DIAGRAM AND PANEL SCHEDULES.
PROVIDE TYPED CIRCUIT DIRECTORY SHOWING CIRCUITING ARRANGEMENT.
DISTRIBUTION: PROVIDE AND INSTALLI LINE TYPE; CIRCUIT BREAKER TYPE. CLASS 1 PANELBOARD OR SWITCHBOARD OF THE
RATING AND CONFIGURATION AS SHOWN ON THE SINGLE LINE DIAGRAMAND PANEL SCHEDULES.
COORDINATE AND PROVIDE THE EQUIPMENTWITH THE SHORT CIRCUIT CURRENT RATING (SCCR) FOR THE AVAILABLE FAULT
CURRENT AT THE POINT OF THE SYSTEM WHERE INSTALLED.
26 2713 ELECTRICAL SERVICES:
THE ELECTRICAL CONTRACTOR SHALL CONTACT EACH SERVING UTILITY CO. AND VERIFY EXACT SERVICE REQUIREMENTS FOR
POWER, TELEPHONE AND CABLE TV. THE CONTRACTOR SHALL COORDINATE AND PROVIDE ALL REQUIREMENTS OF EACH
SERVING UTILITY ANDALL EQUIPMENT SHALL CONFORM TO THE SERVING UTILITY STANDARDS ANDREQUIREMENTS.
26 51 00 LIGHTING EQUIPMENT:
PROVIDE AND INSTALL ALL LIGHTING EQUIPMENT AS SHOWN ON THE DRAWINGS AND DESCRIBEDIN THE LIGHTING FIXTURE
SCHEDULE. PROVIDE FLUORESCENT FIXTURES WITH RAPID START, CLASS P, CONSTANT WATTAGE, ELECTRONIC BALLASTS.
BALLASTS SHALL BE SOUND RATED A. EXTERIOR FIXTURES SHALL BE RATEDFOR OPERATION AT LEAST 20 DEG F.
CONNECT ALL EMERGENCY LIGHTING UNITSAND MODULES TO THE LOCAL AREA LIGHTING CIRCUITS AHEAD OF ANY SWITCHES
OR RELAYS. LOCATE REMOTE TEST SWITCHES ANDINDICATOR LIGHTS AS NECESSARY FOR TEST SWITCHES ON EMERGENCY
MODULES.
GENERAL REQUIREMENTS
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E0.1
ELECTRICAL
LEGEND & GENERAL
REQUIREMENTS
EIC JOB NO: E13 2002
7-11-2014
ABBREVIATIONS
(D) DEMOLISH
(E) EXISTING
(N) NEW
(R) RELOCATED
A AMPERES
AC ABOVE COUNTER
AFCI ARC FAULT CIRCUIT INTERRUPTER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHJ AUTHORITY HAVING JURISDICTION
AIC AMPS INTERRUPTING CAPACITY
C CONDUIT OR CELCIUS
CAT CATEGORY
CB CIRCUIT BREAKER
CO, C.O. CONDUIT ONLY
CT CURRENT TRANSFORMER
DISC DISCONNECT
EGC EQUIPMENT GROUNDING CONDUCTOR
ERCSP ELEVATORRECALL CONTROL AND
SUPERVISORY PANEL
F FARENHEIT
FAA FIRE ALARM ANNUCIATOR
FACP FIREALARM CONTROL PANEL
FHP FRACTIONAL HORSEPOWER
FLA FULL LOAD AMPS
FSD FIRE SMOKE DAMPER
FT FEET
FU FUSE
G, GFCI GROUND FAULT CIRCUIT INTERRUPTER
GEC GROUNDINGELECTRODE CONDUCTOR
GFEP GROUND FAULT EQUIPMENT PROTECTION
HP HORSEPOWER
ID IDENTIFICATION
IN INCHES
KVA KILOVOLT AMPERE
KW KILOWATT
LRA LOCKED ROTOR AMPS
LTG LIGHTING
MCA MINIMUM CIRCUIT AMPACITY
MDP MAIN DISTRIBUTION PANEL
MDS MAIN DISTRIBUTION SWITCHBOARD
MFS MAXIMUM FUSE SIZE
NC NORMALLY CLOSED
NO NORMALLY OPEN
P POLES
PC PHOTOCELL
PH,Ø PHASE
PNL PANEL
PRI PRIMARY
REC RECEPTACLE
RIB RELAY IN A BOX (MOTOR RATED)
SCCR SHORT CIRCUIT CURRENT RATING
SE SERVICE ENTRANCE RATED
SEC SECONDARY
SSEBJ SUPPLY SIDE EQUIPMENT BONDINGJUMPER
SVC SERVICE
TELECOM TELECOMMUNICATION
TGB TELECOMMUNICATION GROUNDING BUSBAR
TMGB TELECOMMUNICATION MAIN GROUNDING
BUSBAR
TYP TYPICAL
UON UNLESS OTHERWISE NOTED
V VOLTS
VA VOLTS AMPERES
VFD VARIABLE FREQUENCY DRIVE
W WATTS OR WIRE
WG WIRE GUARD
WP WEATHERPROOF(NEMA 4 RATED)
XFMR TRANSFORMER
ELECTRICAL SHEET LIST
NUM SHEET TITLE
E0.1 ELECTRICAL LEGEND & GENERAL REQUIREMENTS
E0.2 ELECTRICAL SCHEDULES
E1.1 ELECTRICAL SITE PLAN
E2.1 ELECTRICAL LIGHTING PLAN
E3.1 ELECTRICAL POWER & SIGNAL PLAN
E3.2 ROOF POWER & SIGNAL PLAN
E4.1 ELECTRICAL DIAGRAMS & DETAILS
E4.2 ELECTRICAL DIAGRAMS & DETAILS
E5.1 ELECTRICAL PANEL SCHEDULES
Grand total: 9
MOUNTING HEIGHT SCHEDULE
EQUIPMENT HEIGHT
PANELBOARDS (TOP) 72"
SPECIAL SYSTEM PANELS (TOP) 72"
POWER METER BASE (CENTER LINE OF SOCKET) PER UTILITY
CONTACTORS, MOTOR STARTERS, DISCONNECT SWITCHES (TOP) 66"
RECEPTACLES IN OFFICE AREAS 18"
RECEPTACLES LOCATED IN HAZARDOUS OR S 2 OCCUPANCIES 24" MINIMUM
RECEPTACLES IN NON FINISHED ANDMECHANICAL SPACES 46"
ABOVE COUNTER DEVICES (DENOTED "AC" OR BY SYMBOL) SEE NOTES
WALL MOUNTED SWITCHES 46"
TELECOMMUNICATION OUTLETS (WALL MOUNTED DENOTED "W") 18" (WALL MOUNTED 54")
CLOCK OUTLETS (BOTTOM) 80"
HORNS/STROBES/HORN STROBES/DOORBELL RINGER (BOTTOM) 80"
PULL STATIONS, PUSH BUTTONS, DOORBELL PUSHBUTTON 46"
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E0.2
ELECTRICAL
SCHEDULES
EIC JOB NO: E13 2002
7-11-2014
LUMINAIRE SCHEDULE NOTES
REF NOTE
'KEY' '(x)' DENOTES A GENERAL, NON REFERENCED, NOTE. NUMBERED NOTES ARE REFERENCEDFROM THE LUMINAIRE SCHEDULE.
(A) QUANTITIES/COUNTS SHOWN IN SCHEDULES ARE FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES/COUNTS FROM PLANS.
(B) CATALOG NUMBERS ARE FOR GENERAL REFERENCE AND ARE NOT INCLUSIVE OF ALL OPTIONS OR REQUIREMENTS DENOTED ON PLANS AND SPECIFICATIONS.
(C) REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION AND PROVIDE MOUNTING HARDWARE/FLANGES ETC FOR ALL LUMINAIRES FOR CEILING TYPES SHOWN.
(D) ALL FLUORESCENT BALLASTS TO BE ELECTRONIC.
(E) ALL FLUORESCENTLAMPS TO BE 3500K.
(F) PROVIDE ROUGH SERVICE LAMPS FOR ALL INCANDESCENT LUMINAIRES.
(G) LUMINAIRES NOTEDON THE FLOOR PLANS AS 'NL' (NIGHTLIGHT) SHALL BE CONNECTED TOUNSWITCHED POWER CIRCUIT NOTED ON DRAWINGS.
1 COORDINATE LUMINAIRE FINISH/COLOR WITH ARCHITECTURAL.
2 PROVIDE CANOPY, ELECTRIC TRANSFORMER, CONNECTORS, AND MOUNTING HARDWARE AS NECESSARY FOR A COMPLETE INSTALLATION.
3 PROVIDE WITH FIELD CUTABLE AIRCRAFT CABLE MOUNTS. COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECTURAL.
MECHANICAL EQUIPMENT CONNECTION SCHEDULE NOTES
REF NOTE
'KEY' '(x)' DENOTES A GENERAL, NON REFERENCED, NOTE. NUMBERED NOTES ARE REFERENCED FROM THE MECHANICAL EQUIPMENT CONNECTION SCHEDULE.
(A) QUANTITIES/COUNTS SHOWN IN SCHEDULES ARE FOR CONVENIENCE ONLY. CONTRACTOR TO VERIFY ALL QUANTITIES/COUNTS FROM PLANS.
(B) REFER TO FLOOR PLAN DRAWINGS FOR EQUIPMENT TYPE REQUIREMENTS, LOCATIONS AND QUANTITIES.
(C) COORDINATE ALL CONNECTION REQUIREMENTS WITH MECHANICAL AND ACTUAL EQUIPMENT SUPPLIEDPRIOR TO ROUGH IN.
1 PLUG ANDCORD CONNECTION.
2 PROVIDE INTERCONNECTION WIRING BETWEEN CU 1 AND CRU 1 AS NECESSARY. COORDINATE REQUIREMENTS WITH MECHANICAL.
3 PROVIDE HP RATEDRELAY IN A BOX (RIB) AS NECESSARY FOR MOTOR CONTROL. COORDINATE ALL CONTROL REQUIREMENTS WITH MECHANICAL.
MECHANICAL EQUIPMENT CONNECTION SCHEDULE
QTY EQUIP ID LOCATION OR FUNCTION KVA HP FLA MCA MFS V PH FEEDER NOTES
1 AC 1 AIR COMPRESSOR 3.536 3.7 15 208 1 1/2"C, (2)10 AWG, (1)10 AWG EGC
1 B 1 BOILER 1.500 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC
1 CP 1 BOILER CIRCULATIONPUMP 1.260 3/4 208 3 1/2"C, (3)12 AWG, (1)12 AWG EGC
1 CP 2 HEADER CIRCULATION PUMP 1.260 3/4 208 3 1/2"C, (3)12 AWG, (1)12 AWG EGC
1 CP 3 HWG 1 CIRCULATION PUMP 0.528 1/6 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC 3
1 CP 4 HEATING CIRCULATION PUMP 1.260 3/4 208 3 1/2"C, (3)12 AWG, (1)12 AWG EGC
1 CP 5 HOT WATER RE CIRCULATION PUMP 0.192 1/25 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC 3
1 CRU 1 COMPUTER ROOM AC EVAPORATOR UNIT 0.208 1 208 1 1/2"C, (2)12 AWG, (1)12 AWG EGC 2
1 CU 1 COMPUTER ROOM AC CONDENSING UNIT 2.496 12 15 208 1 1/2"C, (2)12 AWG, (1)12 AWG EGC 2
1 CUH 1 CABINET UNIT HEATER 0.120 FHP 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC
1 EF 1 EXHAUST FAN 0.528 1/6 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC 3
1 GMT 1 GLYCOL MAKE UP TANK 0.360 FHP 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC 1
1 RTU 1 ROOF TOP UNIT 13.080 36.3 45 208 3 SEE ONE LINE DIAGRAM
1 UH 1 UNIT HEATER 0.064 FHP 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC
1 UH 2 UNIT HEATER 0.192 1/20 120 1 1/2"C, (2)12 AWG, (1)12 AWG EGC
LUMINAIRE SCHEDULE
QTY TYPE DESCRIPTION WATTS LAMPS MOUNTING MANUFACTURER MODEL NOTES
10 CF1 4FT FLUORESCENT STRIP 34 (1) 28W T5 SOFFIT SURFACE LITHONIA Z 1 28 MVOLT GEB10PS
4 CF1H 4FT HIGH OUTPUT FLUORESCENT STRIP 60 (1) 54W T5HO SOFFIT SURFACE LITHONIA Z 1 54T5HO MVOLT GEB10PS
4 CF2H 8FT HIGH OUTPUT FLUORESCENT STRIP 120 (2) 54W T5HO CEILING/SURFACE LITHONIA TZ 1 54T5HO MVOLT GEB10PS
11 DL4 4" LEDDOWNLIGHT W/ OPEN REFLECTOR 21 LED CEILING RECESSED GOTHAM EVO 35/10 4AR MVOLT
16 DL4D 4" LED DOWNLIGHT W/ OPEN REFLECTOR & 0 10V DIMMINGDRIVER 21 LED CEILING RECESSED GOTHAM EVO 35/10 4AR MVOLT
7 E1 LED EMERGENCY LIGHTING UNIT W/ TWO ADJUSTABLE HEADS 1 LED WALL +7'0" OR CEILING LITHONIA ELM2 LED
4 ERL LED EMERGENCY REMOTE HEAD W/ EXTERIOR RATING 2 LED WALL ABOVE DOOR LITHONIA ELA QWP L039
13 GR2 2' X 4' VOLUMETRIC TROFFER 60 (2) 28W T5 CEILING GRID LITHONIA 2RT5 28T5 MVOLT GEB95
8 GR2D 2' X 4' VOLUMETRIC TROFFER W/ STEP DIMMING BALLAST 60 (2) 28W T5 CEILING GRID LITHONIA 2RT5 28T5 MVOLT GEB95S
1 LB2 LOW PROFILE ARCHITECTURAL WRAP W/ PRISMATIC LENS 58 (2) 28W T5 CEILING/SURFACE LITHONIA LB 2 28T5 MVOLT GEB10PS
4 LB3 LOW PROFILE ARCHITECTURAL WRAP W/ PRISMATIC LENS 88 (3) 28W T5 CEILING/SURFACE LITHONIA LB 3 28T5 MVOLT GEB10PS
43 SF2 ARCHITECTURAL SUSPENDED DIRECT/INDIRECT FLUORESCENT 70 (2) 28W T5 CEILING SUSPENDED PINNACLE EX3B A 0 T5 1 1 4 120 1,3
1 T1 LOW VOLTAGE MONORAIL TRACK LIGHTING W/ ADJUSTABLE SPOT HEADS 150 (1) 50W MR16 MAX PER HEAD CEILING SURFACE TECH LIGHTING 700MOA 96 S TRACK & (3) EACH #700MO SPT6 06 S HEADS 2
2 WF1 2FT ARCHITECTURAL FLUORESCENT WALL MOUNT VANITY LIGHT 30 (1) 24W T5HO WALL ABOVE MIRROR EUREKA 3530 23 F.T5.24 120 SC WH
7 WF2 4FT ARCHITECTURAL FLUORESCENT WALL MOUNT DIRECT/INDIRECT 58 (2) 28W T5 WALL +8'6" PINNACLE EX3B A 0 T5 1 1 4 WA 120 1
3 X LED EXIT SIGN W/ BATTERY BACKUP 1 GREEN LED WALL OR CEILING LITHONIA LQM S W 3 G 120/277 ELN
2 XE LED COMBO EXIT SIGN & EMERGENCY LIGHTINGUNIT W/ BATTERY BACKUP 3 GREEN LED WALL OR CEILING LITHONIA LHQM LED G
4 XER LED COMBO EXIT SIGN & EMERGENCY LIGHTING UNIT W/ BATTERY BACKUP & CAPACITY TO POWER REMOTE HEAD 3 GREEN LED WALL OR CEILING LITHONIA LHQM LED G HO
4 ZDL6 6" LED DOWNLIGHT W/ WET LABEL 20 LED CEILINGRECESSED KIRLIN LRR 06018 41K
5 ZW1 WALL MOUNTED LED AREA LIGHT W/ FORWARD THROW DISTRIBUTION & CUTOFF OPTICS 14 LED WALL +8'6" LITHONIA DSXW1 LED 10C 350 40K TFTM MVOLT 1
3 ZW2 WALL MOUNTED LED AREA LIGHT W/ TYPE II DISTRIBUTION & CUTOFF OPTICS 14 LED WALL +8'6" LITHONIA DSXW1 LED 10C 350 40K T2S MVOLT 1
1
NO. DATE
1 06-30-14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
ELECTRICAL SERVICE EQUIPMENT
T
PROPOSEDHEA SERVICE
TRANSFORMER
UNDERGROUND SERVICE LATERAL
1
2
TTB
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E1.1
ELECTRICAL SITE
PLAN
EIC JOB NO: E13 2002
7-11-2014
SCALE:1" = 10'0"E1.1
1 ELECTRICAL SITE PLAN
SHEET NOTES
1 CONTRACTORTO COORDINATE EXACT POWER SERVICE TRANSFORMER
LOCATION WITH UTILITY.
2 PROVIDE CONDUIT(S) FROM TELECOM TERMINATIONS BACKBOARD (TTB)
STUBBED OUT TO PROPERTY LINE FOR FOR TELECOM SERVICE. CONTRACTOR
TO COORDINATE EXACT CONDUIT SIZE, QUANTITY, ROUTING, AND
REQUIREMENTS WITH UTILITY.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FD
FD
FD
FD
FD
FD
3
3
3
3
3
3
3
3
A
C
G
8
521
H
B
E
F
7634
D
F2
4.1
108
CONFERENCE
ROOM
103ADMIN HALL
109
ELECTRICAL/IT
ROOM
110
HARBOR
MASTER
OFFICE
111
ADMIN
STORAGE
112
ADMIN OPEN
OFFICE
114OPERATIONS
115
DEPUTY
HARBORMASTER
OFFICE
116
MULTI PURPOSE
BREAK ROOM
118PRIVATE HALL
120
MECHANICAL
ROOM
117STORAGE
119
MEETING
ROOM
121LOCKER ROOM
123
SHOP/GARAGE
122
UNISEX
RESTROOM
101
ARCTIC ENTRY
106
MEN'S R.R.
105
WOMEN'S R.R.
102
ENTRY HALL
104LOBBY
107JANITOR
A 2eDL4DA2eDL4DA2eDL4DA2eDL4D
A 2eDL4D
A 2eDL4D
A 2eDL4D
A 2eDL4D
A 2eDL4D A 2eDL4D A 2eDL4D A 2eDL4D
A 2eDL4D
A 2eDL4D
A 2eDL4D
A 2eDL4D
A 2cSF2
A 6fGR2
A 6fGR2
A 4LB3A4LB3
A 4GR2D
A 4GR2D
A 4GR2D
A 4GR2D
A 4SF2
A 10hSF2
A 10hSF2
A 10hSF2
A 10hSF2
A 10hSF2 B 6zSF2
B 6zSF2
B 6zSF2
B 6zSF2
A 8gSF2
A 8gSF2
A 6LB2
A 14DL4
A 12DL4
A 12DL4
B 4GR2D
B 4GR2D B 4GR2D
B 4GR2D
B 4GR2 B 4GR2
B 4GR2 B 4GR2 B 6xGR2
B 10LB3 B 10LB3
B 8GR2B8GR2
B 8GR2
B 8CF2H B 8CF2H
B 8CF2H B 8CF2H
A 12wWF2
A 2dCF1 A 2dCF1
A 2dCF1
A 2dCF1
A 2dCF1
A 2dCF1
A 2dCF1
A 2dCF1
A 2dCF1 A 2dCF1
A 8gSF2
A 8gSF2
A 8gSF2 A 8gSF2
A 12XE
A 12XER
A 2cSF2
A 2cSF2
A 4SF2
A 10hSF2
A 10hSF2
A 10hSF2
A 10hSF2 B 6zSF2
B 6zSF2
B 6zSF2
B 6zSF2
B 6X
B 6XER
B 6xGR2
B 6zSF2 B 6zSF2
B 8XE
B 8XER
A 6XER
A 6X
A 12X
A 8gSF2
A 12wWF2
A 8gSF2
A 8gSF2
A 8gSF2
A 8gSF2
A 8gSF2
A 8gSF2A8gSF2
A 8gSF2
A 8gSF2
A 8gSF2
A 8gSF2
A 8SF2
A 10hSF2
A 6fWF2
B 6xGR2
B 6yDL4 B 6yDL4 B 6yDL4
B 6yDL4
ERL ERL
ERL
ERLB6E1
B 6E1
A 8E1
A 10E1
A 12E1
A 6E1
B 6E1
B 6zWF2
B 6zWF2
A 10hWF2
A 10hWF2
a b 1
ab
1
2
2
2
2
2
B 2DL4 B 2DL4
B 2WF1 B 2DL4
A 20ZW1
A 20ZW2
A 20ZW2
A 20ZW2
A 20ZW1
A 20ZW1
A 20ZW1
A 18ZDL6 A 18ZDL6 A 18ZDL6 A 18ZDL6
3 3 3 3
3
3
3
A 12wT1
113
PRINTER
ALCOVE
edc
w
w y
x
yz
z
124
WASH DOWN
PATIO
x
z
f
f
g
h
g
h
3
3
3
3
A 16CF1H
A 16WF1
A 16CF1H
A 14CF1H
A 14CF1H
A 14DL4
A 20ZW13
PNL 'A'
PNL 'B'
LIGHTING
CONTACTOR 'LC 1'
A 6fGR2
1
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E2.1
ELECTRICAL
LIGHTING PLAN
EIC JOB NO: E13 2002
7-11-2014
SHEET NOTES
1 PROVIDE MULTI LEVEL SWITCHING. SWITCHES 'a' AND 'b' CONTROL STEP
DIMMING BALLAST IN EACH TYPE 'GR2D' LUMINAIRE FOR 0 50 100%
LIGHTING CONTROL.
SCALE:3/16" = 1'0"E2.1
1 LIGHTING PLAN
2 PROVIDE WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR.
3 LUMINAIRE CONTROLLED BY PHOTOCELL THRU LIGHTING CONTACTOR 'LC 1'.
SEE 4/E4.1 FOR DETAIL.
NO. DATE
1 06-30-14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FD
FD
FD
FD
FD
FD
J
T
T
J
J
J
J
DC DCMS
MS
MS
FD
T
TTT
A
C
G
8
521
H
B
E
F
7634
D
F2
4.1
108
CONFERENCE
ROOM
103ADMIN HALL
109
ELECTRICAL/IT
ROOM
110
HARBOR
MASTER
OFFICE
111
ADMIN
STORAGE
112
ADMIN OPEN
OFFICE
114OPERATIONS
115
DEPUTY
HARBORMASTER
OFFICE
116
MULTI PURPOSE
BREAK ROOM
118
PRIVATE HALL
120
MECHANICAL
ROOM
117
STORAGE
119
MEETING
ROOM
121
LOCKER ROOM
123
SHOP/GARAGE
122
UNISEX
RESTROOM
101ARCTIC ENTRY
106MEN'S R.R.
105WOMEN'S R.R.
102ENTRY HALL
104LOBBY
107
JANITOR
G +48"
G +24"
G +48"
G
B 17
REFRIGERATOR
G +48"G
B 19
COFFEE MAKER
G G
B 23
MICROWAVE
G
G
B 25
MICROWAVE
G
G
WP G +30"
G G G
A 5
COFFEE MAKER
A 7
U/C REFRIGERATOR
WP G+18"
WP G +18"
WP G+30"
WP G +30"
B 9
RADIO EQUIPMENT
B 35
UH 2
E3.1
2
E3.1
3
METER BASE
CT ENCLOSURE
SERVICE DISCONNECT
A 17
CUH 1
1
4
42
+48"
3 3
B 36,38
ELECTRIC DRYER
+48"
B 34
WASHER
+24"
+24"
A 1
B 40,42
AC 1
B 31
B 31
B 33
B 31
B 2
B 37
B 37
B 21
B 21
B 7
B 5
B 5
B 5
B 5
B 3
B 3
B 1
B 7
B 1
B 1 B 1
B 1
B 7B1
A 25
A 25
A 19
A 21 A 21
A 15
A 15
A 15
A 17
A 33
A 33
A 1A1 A 1
A 1
A 3 A 3
A 9
A 9
A 9A9
A 9 A 13
A 14
A 16A13
A 11
A 11
A 11
A 11
A 13
A 19
A 23
A 23
A 25
A 27
A 29
A 27
A 27
A 29
A 27 B 11
B 13
B 15
B 11
B 13
B 15
B 11
B 13
B 15 B 11
+24"
B 29
B 29
B 29
A 16
A 14
G
B 27
DISPOSAL
B 3
A 15
1
124
WASH DOWN
PATIO
6
A 32,34
CU 1
G G
G G
B 35 B 35
B 35 B 35
WP +24"
A 227
WP
G WP +24"
A 35
A 41
A 41
5
5
PANIC BUTTON
PANIC BUTTON
8
8
A 9
A 14G +48"
A 31
COPIER/PRINTERA29
S WP
S WP
S
S
D
PNL 'MDP'PNL 'A'PNL 'B'TTB
A 24
INTRUSION DETECTION PANEL
A 40,42
TELECOM RACK
A 36,38
TELECOM RACK
A 37 A 39
A 39
6
CRU 1
LIGHTING
CONTACTOR 'LC 1'
109
ELECTRICAL/IT
ROOM
A 26
FIRE ALARM PANEL
E
B 10
EF 1
B 14
B 1
B 28,30,32
CP 1
B 28,30,32
CP 2
B 16
CP 3
B 28,30,32
CP 4
B 16
CP 5
B 10
UH 1
B 12
GMT 1
G +48
G +48
G +48
B 12
B 12 120
MECHANICAL
ROOM
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E3.1
ELECTRICAL
POWER & SIGNAL
PLAN
EIC JOB NO: E13 2002
7-11-2014
SHEET NOTES
1 PROVIDE POWER ANDSIGNAL CONNECTIONS FOR WALL MOUNTED
TELEVISION. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH
OWNER PRIOR TO ROUGH IN.
SCALE:3/16" = 1'0"E3.1
1 POWER AND SIGNAL PLAN
SCALE:3/8" = 1'0"E3.1
2 ENLARGED SCALE ELECTRICAL/IT ROOM
SCALE:3/8" = 1'0"E3.1
3 ENLARGED SCALE MECHANICAL ROOM
2 PROVIDE 1.25" CONDUIT FROM FLOOR JUNCTION BOX TO WALL BOX AT TV
LOCATION FOR ROUTING A/V CABLES.
3 PROVIDE WIREMOLD 6000 SURFACE MOUNT MULT CHANNEL RACEWAY FOR
RECEPTACLES AND TELECOM OUTLETS.
4 PROVIDE POWER CONNECTION FOR AUTOMATED PAPER TOWEL
DISPENSER. COORDINATE EXACT LOCATION ANDREQUIREMENTS WITH
OWNER/ARCHITECTURAL PRIOR TO ROUGH IN.
5 PROVIDE ROUGH IN CONNECTIONS AS NECESSARY FOR FUTURE HANDICAP
DOOR OPERATORS ANDPUSHBUTTON CONTROLS. COORDINATE EXACT
LOCATION AND REQUIREMENTS WITH ARCHITECTURAL/OWNER PRIOR TO
ROUGH IN.
6 PROVIDE INTERCONNECTION WIRING AS NECESSARY FROM CU 1 TO CRU 1.
COORDINATE EXACT REQUIREMENTS WITH MECHANICAL.
7 PROVIDE JUNCTION BOX WITH CIRCUIT FOR FUTURE SITE ILLUMINATED
SIGN. CONTROL VIA PHOTOCELL THRULIGHTING CONTACTOR 'LC 1'. SEE
4/E4.1 FORDETAIL.
CONTRACTORTO PROVIDE TELECOM ROUGH IN ONLY.TELECOM
HORIZONTAL CABLING, TERMINATIONS, WALL PLATES, EQUIPMENT RACKS,
AND RACK EQUIPMENT TOBE PROVIDEDBY OTHERS UNDERSEPARATE
CONTRACT WITHOWNER. ROUGH IN TO INCLUDE TELECOM OUTLET WALL
BOXES, CONDUITS TOCEILING SPACE, J HOOKS, CABLE TRAYS, ANDUTILITY
CABLE DEMARCATION EQUIPMENT.
8.
8 COORDINATE EXACT LOCATION OF INTRUSION DETECTION SYSTEM PANIC
BUTTON WITH OWNER PRIOR TO ROUGH IN.
THE INTRUSION DETECTION SYSTEM IS A DESIGN/BUILD COMPONENT OF
THE PROJECT. ALL DEVICES SHOWN ON PLANS ARE FOR REFERENCE ONLY
AND ARE MEANT TO SHOW SYSTEM FUNCTIONALITY ONLY. SECURITY
SYSTEMCONTRACTOR TO DETERMINE EXACT DEVICE PLACEMENT AND
REQUIREMENTS BASED ON SYSTEM PROVIDED, DEVICE COVERAGE, AND
MANUFACTURER RECOMMENDATIONS. SEE 2/E4.2 FOR SYSTEM DETAIL.
9.
THE FIRE ALARM SYSTEM IS A DESIGN/BUILD COMPONENT OF THE
PROJECT. CONTRACTORTO PROVIDE SYSTEM SHOP DRAWINGSTO STATE
FIRE MARSHAL FOR APPROVAL. SEE 1/E4.2 FOR SYSTEM DETAIL.
10.
2
NO. DATE
2 07-11-14
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
A
C
G
8
521
H
B
E
F
7634
D
F2
4.1
MDP 13,15,17
RTU 1
G WP +24"
B 39
WP
G WP +24"
B 39
1
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E3.2
ROOF POWER &
SIGNAL PLAN
EIC JOB NO: E13 2002
7-11-2014
SCALE:3/16" = 1'0"E3.2
1 ROOF POWER AND SIGNAL PLAN
SHEET NOTES
1 MOUNT RECEPTACLES TO EITHER SIDE OF ROOF TOP UNIT. COORDINATE
EXACT LOCATION WITH ROOF TOP UNIT ACCESS PANELS.
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
1,3,5
240320 PACAB Work Session Laydown-Uplands
PANEL 'A'
150/3
150/3
45/3
100/3
RTU 1
WP
PANEL 'MDP'
400A
M
(2)4" C.O.
CT ENCLOSURE
NEMA 3R
METER BASE
NEMA 3R
HEA POWER SERVICE:
208Y/120V, 3 PHASE, 4 WIRE
N
G
400 4A
SERVICE DISCONNECT
SE RATED
NEMA 3R
400 4B
PANEL 'B'
150 4A
150 4A
100/3
100/3
45 3A
SPACE
SPACE
SPACE
FEEDER SCHEDULE
TAG COPPER OPTIONAL ALUMINUM NOTES
45 3A 1"C, (3)6 AWG, (1)10 AWG EGC N/A
150 4A 2"C, (4)1/0 AWG, (1)6 AWG EGC 2"C, (4)3/0 AWG, (1)4 AWG EGC
400 4A 2EA: 2"C, (4)3/0 AWG, (1)1/0 AWG SSEBJ 2EA: 2.5"C, (4)250 KCMIL, (1)3/0 AWG SSEBJ
400 4B 2EA: 2"C, (4)3/0 AWG, (1)2 AWG EGC 2EA: 2.5"C, (4)250 KCMIL, (1)1 AWG EGC
STANDARD NOTES
A) ALUMINUM CONDUCTORS MAY BE USED IN LIEU OF COPPER IF ACCEPTABLE TO OWNER.
REFERENCED NOTES
1) NOT USED.
SERVICE NEUTRAL
NEUTRAL BUS
GROUND BUS
SERVICE DISCONNECT
MAIN BONDING JUMPER, 1/0 AWG
(NOTE: DO NOT BOND NEUTRAL TO GROUNDAT
ANY OTHER POINT IN THE SYSTEM, U.O.N)
EQUIPMENT BONDING JUMPER, 1/0 AWG
GAS PIPING(TYP) WATER METER,
VALVE OR
DISCONTINUITY
10' MINIMUM
CONCRETE ENCASED ELECTRODE (UFER)
25' 4 AWG MIN. BARE COPPER IN
CONCRETE FOOTING 2" COVER
BUILDING STEEL
TO TELECOMMUNICATIONS
TERMINATION BACKBOARD
(TTB)
DETAIL NOTES:
1. ALL CONDUCTOR SIZES SHOWN ARE COPPER.
2. BOND ALL PIPING ANDBUILDING DISCONTINUITIES TO PROVIDE ELECTRICALLY
CONTINUOUS SYSTEM. PROVIDE BOND JUMPER EQUAL TO GROUNDING ELECTRODE
CONDUCTORFOR THAT SYSTEM.
3. PROVIDE RACEWAY FOR ALL CONDUCTORS. RACEWAY TO BE METALLIC IN PLENUM
AIRSPACES. WHERE METALLIC RACEWAY IS USED, BOND EACH END TO CONDUCTOR.
6 AWG
1/0 AWG
1/0 AWG
6 AWG
MIN.
EXTERIOR DRIVEN GROUND
ROD3/4" X 8'0" (TYP OF 2)
(MAY BE OMITTEDWITH CITY
INSPECTOR APPROVAL)
CT ENCLOSURE
SUPPLY SIDE EQUIPMENT BONDING
JUMPER (SSEBJ), 1/0 AWG
TELECOM SERVICE CONDUIT(S)
UTILITY CABLE
TELEPHONE
PROTECTOR
6 AWG GROUND
CONDUCTOR,
TYPICAL.
66 PUNCH
DOWN BLOCKS
6 AWG CU GROUNDCONDUCTOR TO
MAIN POWER SERVICE GROUND BUS
TELECOM
TERMINATION
BACKBOARD (TTB)
HORIZONTAL
MODULAR
PATCH PANEL
VOICE
MODULAR
PATCH PANEL
FLOORMOUNTED
EQUIPMENT RACK
25 PAIR CAT3 CABLE
4'X8' PLYWOOD
BACKBOARD
TELECOMMUNICATIONS
MAIN GROUND BUSBAR
(TMGB)
NOTES:
1. ALL CABLING LOCATED IN PLENUM CEILING SPACES SHALL BE PLENUM RATED.
2. PROVIDE INSULATED STRANDED COPPER GROUNDING/BONDING CONDUCTORS.
3. PROVIDE CONDUIT RACEWAYS FOR ALL GROUND/BONDING CONDUCTORS LONGER THAN 6 FEET.
4. BOND ALL TELECOM CONDUITS, CABLE TRAY, EQUIPMENT RACKS, ETC.
5. DIAGRAM SHOWN IS FOR TYPICAL INSTALLATION. CONTRACTOR TO COORDINATE EXACT
REQUIREMENTS WITH OWNER.
DATA
MODULAR
PATCH PANEL
DATA
EQUIPMENT
(BY OWNER)
HORIZONTALCABLING:
(2)CAT6 4 PAIR CABLES, TYPICAL
TYPICAL TELECOM
OUTLET
3/4"CONDUIT STUB TO
ACCESSIBLE CEILING SPACE
PROVIDE J HOOK OR CONDUIT
SUPPORT IN CEILING SPACE, TYPICAL.
PHONE
SWITCH
(BY OWNER)
DATA
SWITCH
(BY OWNER)
QUAD RECEPTACLE,
SEE POWER PLAN FOR
CIRCUIT NUMBER.
C
PC
TO EXTERIOR &
SITE LIGHTING
AUTO
OFF
ON
HAND OFF AUTO SWITCH IN
COVER OF CONTACTOR ENCL.
LABEL SWITCH POSITIONS
"AUTO", "ON", "OFF"
LIGHTING CONTACTOR 30A,
ELECTRICALLY HELD, NEMA 1
ENCLOSURE, 120VCOIL& CONTACTS
NN
DETAILNOTES
1. CONTACTOR & CONTROLS SHOWN WITHLIGHTING DE ENERGIZED OR "OFF".
2. MOUNT PHOTOCELL ON NORTH SIDE OF BUILDING BELOW ROOF LINE.
RED PILOT LIGHT IN COVER
PHOTO CELL
22 20/1
20 20/1
18 20/1
PANEL 'A'
CIRCUITS
SPARE N.O.
CONTACT
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E4.1
ELECTRICAL
DIAGRAMS &
DETAILS
EIC JOB NO: E13 2002
7-11-2014
SCALE:NONEE4.1
1 POWER ONE LINE DIAGRAM
SCALE:NONEE4.1
2 GROUNDING SYSTEM ONE LINE DIAGRAM
SCALE:NONEE4.1
3 TYPICAL TELECOMONE LINE DIAGRAM
SCALE:NONEE4.1
4 EXTERIOR LIGHTING CONTACTOR 'LC 1' DIAGRAM
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
FIRE ALARM
CONTROL PANEL
(ELEC/IT RM)
120V DEDICATED
CIRCUIT
TOTTB
TWO PHONE LINES
TYP. INDICATING DEVICES
OUTPUT
CIRCUITS AS NECESSARY
TO ADDITIONAL
DEVICES
BATTERY
BACKUP
TYP. MANUAL INITIATING DEVICES
TYP. INITIATING DEVICES
SPARE INPUT CIRCUIT
NOTES:
1.THE FIRE ALARM SYSTEM IS A DESIGN/BUILD COMPONENT OF THIS PROJECT. PROVIDE SHOP DRAWINGS OF SYSTEM DESIGN TO FIRE
MARSHAL CERTIFIED BY NICET LEVEL 3 REGISTERED DESIGNER. SEE SPECIFICATIONS FOR MORE DETAIL.
2.INTERLOCK AIR HANDLINGUNITS >2000 CFMWITH DUCT SMOKE DETECTORS TO SHUT DOWN THE UNIT UPON DETECTION OF SMOKE.
3.ALLOW 25% SPARE CAPACITY IN EACH INPUT AND OUTPUT DEVICE CIRCUIT.
4.PROVIDE ADDRESSABLE RELAYS AS NECESSARY TO CLOSE SMOKE FIRE DAMPERS UPON SYSTEM ALARM.
5.PROVIDE 100% FUNCTIONALTEST UPON COMPLETION OF THE SYSTEM INSTALLATION PER NFPA REQUIREMENTS.
6.PROVIDE REMOTE TEXT ANNUNCIATOR AT MAIN ENTRY.
7.PROVIDE TWO PHONE LINES.
AUTOMATIC
DIALER REMOTE ANNUCIATOR
(MAIN ENTRY)
P P
TYP.DOOR HOLDERS
SPRINKLER FLOW AND
TAMPER SWITCHES
SPRINKLER FLOW BELL
INTRUSION
DETECTION SYSTEM
CONTROL PANEL
(ELEC/IT RM)
120V DEDICATED
CIRCUIT
TO TTB
TWO PHONE LINES
TO ADDITIONAL
DEVICES
BATTERY
BACKUP
TYP. MOTION SENSOR
NOTES:
1.THE INTRUSION DETECTION SYSTEMIS A DESIGN/BUILDCOMPONENT OF THIS PROJECT. CONTRACTOR TO PROVIDE SYSTEMWITH
FUNCTIONALITY AND DEVICES NOTED. SEE SPECIFICATIONS FOR MORE DETAIL.
2.PROVIDE DOOR CONTACTS, MOTION SENSORS, ANDGLASS BREAK DETECTORS FOR AUTOMATIC INTRUSION DETECTION.
3.ALL DEVICES SHALL BE HARD WIRED. PROVIDE DEDICATED WIRING FOR EACH SENSOR DEVICE.
4.PROVIDE PANIC BUTTONS AT OWNER REQUESTED LOCATIONS. PANIC BUTTONS SHALL MANUALLY INITIATE AN ALARMWHEN ACTIVATED
BY BUILDING PERSONNEL.
5.PROVIDE ALARM SIRENS INSIDE BUILDING ANDAT BUILDING EXTERIOR.
6.PROVIDE A CONTROL KEYPAD AT OWNER REQUESTED LOCATION FOR ARMING/DISARMING SYSTEM.
7.PROVIDE SYSTEMPANEL WITH 7 HOUR MINIMUM BATTERY BACKUP.
8.PROVIDE WITH AUTOMATIC DIALER TO CALL MONITORING PERSONNEL IN THE EVENT OF ALARM. PROVIDE TWO PHONE LINES FOR DIALER.
9.PROVIDE SYSTEMWITH CAPABILITY FOR NETWORK INTERFACE ANDREMOTE CONTROL AND MONITORING.
10.PROVIDE 100% FUNCTIONAL TEST UPON COMPLETION OF THE SYSTEM.
11.PROVIDE SPARE ZONE INPUTS FOR FUTURE GROWTH.
AUTOMATIC
DIALER CONTROL
KEYPAD
MS
S
NETWORK INTERFACE FOR
REMOTE CONTROL &
MONTIORING
PANIC BUTTONS
TYP. DOOR CONTACT
DC
TYP. GLASS BREAK SENSOR
GB
TYPICAL ALARM INITIATING DEVICES
SPARE INPUTS FOR FUTURE
S
TYPICAL ALARM SIRENS
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
E IC E NGINEE RS , INC
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
D
C
B
CONFORMED
DRAWING SET
E13-2002
EDC
BLS
BLS
7-11-2014
E4.2
ELECTRICAL
DIAGRAMS &
DETAILS
EIC JOB NO: E13 2002
7-11-2014
SCALE:NONEE4.2
1 TYPICAL FIRE ALARM ONE LINE DIAGRAM
SCALE:NONEE4.2
2 TYPICAL INTRUSION DETECTION SYSTEM ONE LINE DIAGRAM
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
240320 PACAB Work Session Laydown-Uplands
SHEET NUMBER
SHEET CONTENTS
4321
4321
D
C
B
A
D
C
B
A
IS
S
U
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
E IC E NGI N EE RS , I N C
E L E C T R I C A L E N G I N E E R S
6927 OLD SEWARD HWY
SUITE 200
ANCHORAGE, AK 99518
T 907.349.9712
F 907.349.9713
www.eiceng.com
DATE:
JOB NO:
DRAWN:
CHECKED:
DESIGN BY:
REVISIONS:
Kl
a
u
d
e
r
&
C
o
m
p
a
n
y
Ar
c
h
i
t
e
c
t
s
,
I
n
c
.
606
Petersen
Way
Kenai,
AK
99611
Office:
(907)
283-1919
Fax:
(907)
283-0450
klauder@alaska.net
CLIENT:
PROJECT:
D
C
B
CONFORMED
DRAWING SET
P:\E13\E13-2002
Homer
Harbor
Masters
Office\050
DWG\E13-2002_HOMER
HARBORMASTER_ELECTRICAL.rvt
7/9/2014
9:33:00
AM
E13-2002
EDC
BLS
BLS
7-11-2014
E5.1
HO
M
E
R
H
A
R
B
O
R
MA
S
T
E
R
'
S
O
F
F
I
C
E
CI
T
Y
O
F
H
O
M
E
R
49
1
E
.
P
I
O
N
E
E
R
A
V
E
N
U
E
HO
M
E
R
,
A
L
A
S
K
A
9
9
6
0
3
ELECTRICAL PANEL
SCHEDULES
EIC JOB NO:E13 2002
7-11-2014
LOAD CLASSIFICATIONS SCHEDULE NOTES
REF NOTE
'KEY' '(x)'DENOTES A GENERAL,NON REFERENCED,NOTE.NUMBERED NOTES ARE REFERENCED FROM THE LOAD CLASSIFICATIONS SCHEDULE.
(A) NOT ALL LOAD CLASSIFICATIONS ARE NECESSARILY USED.ONLY CLASSIFICATIONS FROM LOADS THAT ARE CONNECTED TO EACH PANEL ARE SHOWN IN
THE SUMMARY SECTION OF THE PANEL SCHEDULES.
1 THE NEC DEMAND PERCENTAGE IS SHOWN AS A WEIGHTED AVERAGE.FOR EXAMPLE 125%OF 100VA PLUS 100%OF 100VA WILL SHOW THE WEIGHTED
AVERAGE PERCENTAGE OF 112.5%RESULTING IN 225VA.
LOAD CLASSIFICATIONS SCHEDULE
CLASS. NEC REFERENCE DESCRIPTION
APLNC NEC 2011:220.53 75%OF FOUR OR MORE APPLIANCES
CONT NEC 2011:210.20(A) 125%OF THE CONTINUOUS LOAD
DRYR NEC 2011:220.54 TABLE 220.54 ELECTRIC CLOTHES DRYERS DWELLING UNIT(S).
ETR NEC 2011:220.87 RECORDED DEMAND LOAD *125%
GNR NEC 2011:220.12;220.14(J);
200.42
GENERAL LIGHTING LOADS (DWELLING)3VA PER SQ.FT.AND INCLUDES ALL OUTLETS SPECIFIED IN 220.14(J).
DEMAND:FIRST 3,000VA OR LESS @ 100%;3,001 120,000VA @ 35%;>120,000VA @ 25%.(SEE NOTE 1)
GNRH NEC 2011:220.12;220.14(J);
200.42
GENERAL LIGHTING LOADS (HOTEL/MOTELS &APARTMENT BLDGS W/O TENANT COOKING)2VA PER SQ.FT.AND
INCLUDES ALL OUTLETS SPECIFIED IN 220.14(J).DEMAND:FIRST 20,000VA OR LESS @ 50%;20,001 100,000VA @
40%;>100,000VA @ 30%.(SEE NOTE 1)
KTCH NEC 2011:220.56 TABLE 220.56 DEMAND FACTORS FOR KITCHEN EQUIPMENT.
LTG NEC 2011:210.20(A) LIGHTING LOADS CONSIDERED TO BE CONTINUOUS.125%OF THE CONTINOUS LOAD.
MCA (SEE MTR)THE LOAD IS BASED ON THE GIVEN MCA (MINIMUM CIRCUIT AMPACITY)WHICH INCLUDES 125%OF THE LARGEST
MOTOR OF THE UNIT.100%OF THE MCA LOAD.
MTR NEC 2011:430.24 125%OF THE FULL LOAD CURRENT RATING OF THE HIGHTEST RATED MOTOR PLUS THE SUM OF THE FULL LOAD
CURRENT RATINGS OF ALL OTHER MOTORS.(SEE NOTE 1)
NCDN NEC 2011:220.60 NONCOINCIDENT LOADS:WHERE IT IS UNLIKELY THAT TWO OR MORE NONCOINCIDENT LOADS WILL BE IN USE
SIMULTANEOUSLY,THE LARGEST LOAD WILL BE USED.LOADS CLASSIFIED AS NCDN WILL HAVE ZERO LOAD.
NCNT NEC 2011:210.20(A) 100%OF THE NON CONTINUOUS LOAD
REC NEC 2011:220.44 NON DWELLING RECEPTACLE LOADS =FIRST 10KVA OR LESS AT 100%PLUS REMAINDER OVER 10KVA AT 50%.(SEE
NOTE 1)
RNGE1 NEC 2011:220.55 TABLE 220.55 COLUMN A:LESS THAN 3.5KW RATING
RNGE2 NEC 2011:220.55 TABLE 220.55 COLUMN B:3.5KW 8.75KW RATING
RNGE3 NEC 2011:220.55 TABLE 220.55 COLUMN C:NOT OVER 12KW RATING
NOTES:
NEC DEMAND AMPS:239 A
NCNT 20.800 kVA 100.00% 20.800 kVA CONNECTED AMPS:230 A
CONT 8.000 kVA 125.00% 10.000 kVA NEC DEMAND KVA:86.234 kVA
LTG 8.811 kVA 125.00% 11.014 kVA CONNECTED KVA:83.031 kVA
REC 18.540 kVA 76.97% 14.270 kVA
MTR 26.880 kVA 112.17% 30.150 kVA
LOAD CLASSIFICATION CONNECTED NEC DEMAND TOTAL NEC
PANEL TOTALS
SUMMARY BY LOAD TYPE
TOTAL AMPS/PHASE:239.8 219.9 236.8
TOTAL KVA/PHASE:28.5 26.4 28.1
41 - SPACE --- --0.00 0.00 -- -- - SPACE -42
39 - SPACE --- --0.00 0.00 -- -- - SPACE -40
37 - SPACE --- -- 0.00 0.00 -- -- - SPACE -38
35 - SPACE --- --0.00 0.00 -- -- - SPACE -36
33 - SPACE --- --0.00 0.00 -- -- - SPACE -34
31 - SPACE --- -- 0.00 0.00 -- -- - SPACE -32
29 - SPACE --- --0.00 0.00 -- -- - SPACE -30
27 - SPACE --- --0.00 0.00 -- -- - SPACE -28
25 - SPACE --- -- 0.00 0.00 -- -- - SPACE -26
23 - SPACE --- --0.00 0.00 -- -- --24
21 - SPACE --- --0.00 0.00 -- -- --22
19 - SPACE --- -- 0.00 0.00 3 100 - SPACE -20
17 ---- --4.36 0.00 -- -- --18
15 ---- --4.36 0.00 -- -- --16
13 MTR RTU-1 45 3 4.36 0.00 3 100 -SPACE-14
11 ---- --12.94 0.00 -- -- --12
9 ---- --12.19 0.00 -- -- --10
7 PANEL 'B'150 3 12.27 0.00 3 100 -SPACE-8
5 ---- --10.84 0.00 -- -- --6
3 ---- --9.83 0.00 -- -- --4
1 PANEL 'A'150 3 11.88 0.00 3 100 -SPACE-2
CKT LOAD DESCRIPTION AMP P A B C P AMP LOAD DESCRIPTION CKT
MAIN: MLO MOUNTING: SURFACE
BUS: 400 A / OPD: 400 A ENCLOSURE: NEMA 1
VOLTAGE: 208Y/120V, 3PH, 4W LOCATION: ELECTRICAL/IT ROOM 109
PANEL "MDP"SCHEDULE
1. CONTROL VIA LIGHTING CONTACTOR 'LC-1'.
2. PROVIDE HANDLE LOCK-ON DEVICE.
NOTES:
NEC DEMAND AMPS:100 A
NCNT 8.600 kVA 100.00% 8.600 kVA CONNECTED AMPS:90 A
CONT 5.000 kVA 125.00% 6.250 kVA NEC DEMAND KVA:35.944 kVA
LTG 6.251 kVA 125.00% 7.814 kVA CONNECTED KVA:32.547 kVA
REC 10.080 kVA 99.60% 10.040 kVA
MTR 2.616 kVA 123.85% 3.240 kVA
LOAD CLASSIFICATION CONNECTED NEC DEMAND TOTAL NEC
PANEL TOTALS
SUMMARY BY LOAD TYPE
TOTAL AMPS/PHASE:100.3 81.9 91.6
TOTAL KVA/PHASE:11.9 9.8 10.8
41 NCNT HC DOOR OPERATOR 101, 102 20 1 1.00 1.25 -- -- --42
39 REC IT ROOM 109 20 1 0.36 1.25 2 30 CONT TELECOM RACK 109 40
37 REC TTB 109 20 1 0.36 1.25 -- -- --38
35 REC EXTERIOR 20 1 0.18 1.25 2 30 CONT TELECOM RACK 109 36
33 REC EXTERIOR 20 1 0.36 1.25 -- -- --34
31 NCNT COPIER 113 20 1 1.50 1.25 2 15 MTR CU-1 32
29 REC ADMIN OPEN OFFICE 112 20 1 1.86 0.00 1 20 SPARE 30
27 REC ADMIN OPEN OFFICE 112 20 1 0.72 0.00 1 20 SPARE 28
25 REC ADMIN OPEN OFFICE 112 20 1 0.54 1.00 1 20 NCNT FIRE ALARM PANEL 109 [NOTE 2] 26
23 REC ADMIN OPEN OFFICE 112 20 1 0.72 1.00 1 20 NCNT INTRUSION PANEL 109 [NOTE 2] 24
21 REC ADMIN OPEN OFFICE 112 20 1 0.36 1.20 1 20 LTG FUTURE SITE SIGN [NOTE 1] 22
19 REC ADMIN OPEN OFFICE 112 20 1 0.72 0.11 1 20 LTG EXTERIOR [NOTE 1]20
17 REC ARCTIC ENTRY 101, MTR CUH-1 20 1 0.30 0.08 1 20 LTG EXTERIOR [NOTE 1] 18
15 REC ROOM 102, 104 20 1 0.72 0.58 1 20 LTG & REC MEN'S R.R. 106 16
13 REC ROOM 103, 112 20 1 0.54 0.77 1 20 LTG & REC WOMEN'S R.R. 105 14
11 REC ADMIN STRG/SAFE ROOM 111 20 1 0.72 0.66 1 20 LTG ROOM 101, 102, 104 12
9 REC HARBOR MASTER OFFICE 110 20 1 1.26 0.82 1 20 LTG ADMIN OPEN OFFICE 112 10
7 NCNT U/C REFRIGERATOR 108 20 1 0.60 1.26 1 20 LTG ROOM 112, 104 8
5 NCNT COFFEE MAKER 108 20 1 1.50 0.32 1 20 LTG ROOM 103, 107 6
3 REC CONFERENCE ROOM 108 20 1 0.36 0.59 1 20 LTG ROOM 110, 109, 111 4
1 REC CONFERENCE ROOM 108 20 1 1.08 0.90 1 20 LTG ROOM 108 2
CKT LOAD DESCRIPTION AMP P A B C P AMP LOAD DESCRIPTION CKT
MAIN: MLO MOUNTING: SURFACE
BUS: 225 A / OPD: 150 A ENCLOSURE: NEMA 1
VOLTAGE: 208Y/120V, 3PH, 4W LOCATION: ELECTRICAL/IT ROOM 109
PANEL "A"SCHEDULE
NO. DATE
CITY OF HOMER
PUBLIC WORKS DEPT
APPROVED FOR
CONSTRUCTION
NOTES:
NEC DEMAND AMPS:110 A
NCNT 12.200 kVA 100.00% 12.200 kVA CONNECTED AMPS:104 A
CONT 3.000 kVA 125.00% 3.750 kVA NEC DEMAND KVA:39.678 kVA
LTG 2.560 kVA 125.00% 3.200 kVA CONNECTED KVA:37.404 kVA
REC 8.460 kVA 100.00% 8.460 kVA
MTR 11.184 kVA 107.90% 12.068 kVA
LOAD CLASSIFICATION CONNECTED NEC DEMAND TOTAL NEC
PANEL TOTALS
SUMMARY BY LOAD TYPE
TOTAL AMPS/PHASE:102.3 101.6 107.9
TOTAL KVA/PHASE:12.3 12.2 12.9
41 SPARE 20 1 0.00 1.77 -- -- --42
39 REC ROOF 20 1 0.36 1.77 2 30 MTR AC-1 40
37 REC EXTERIOR 20 1 0.36 2.50 -- -- --38
35 REC SHOP/GARAGE 123, MTR UH-2 20 1 0.91 2.50 2 30 NCNT DRYER 122 36
33 CONT HEADBOLT HEATER 20 1 1.50 1.50 1 20 NCNT WASHER 122 34
31 REC SHOP/GARAGE 123 20 1 0.54 1.26 -- -- --32
29 REC LOCKER ROOM 121 20 1 0.54 1.26 -- -- --30
27 MTR DISPOSAL 116 20 1 0.86 1.26 3 20 MTR CP-1, CP-2, CP-4 28
25 NCNT MICROWAVE 116 20 1 1.50 0.00 1 20 SPARE 26
23 NCNT MICROWAVE 116 20 1 1.50 0.00 1 20 SPARE 24
21 REC BREAK ROOM 116 20 1 0.36 0.00 1 20 SPARE 22
19 NCNT COFFEE MAKER 116 20 1 1.50 0.00 1 20 SPARE 20
17 NCNT REFRIGERATOR 116 20 1 1.20 0.00 1 20 SPARE 18
15 REC OPERATIONS 114 20 1 0.54 0.72 1 20 MTR CP-3,CP-5 16
13 REC OPERATIONS 114 20 1 0.54 1.50 1 20 MTR B-1 14
11 REC OPERATIONS 114 20 1 0.72 0.72 1 20 REC MECH RM 120, MTR GMT-1 12
9 CONT 20 1 1.50 0.80 1 20 LTG MECH RM 120, MTR UH-2, EF-1 10
7 REC ROOM 116, 118, 114 20 1 0.54 0.68 1 20 LTG Room 121, 123 8
5 REC MEETING ROOM 119 20 1 0.72 1.10 1 20 LTG Room 118, 114, 116 6
3 REC STORAGE 117 20 1 0.54 0.48 1 20 LTG Room 119, 117, 115 4
1 REC DEPUTY OFFICE 115 20 1 1.08 0.27 1 20 LTG & REC UNISEX RESTROOM 122 2
CKT LOAD DESCRIPTION AMP P
A B C P AMP LOAD DESCRIPTION CKT
MAIN: MLO MOUNTING: SURFACE
BUS: 225 A / OPD: 150 A ENCLOSURE: NEMA 1
VOLTAGE: 208Y/120V, 3PH, 4W LOCATION: ELECTRICAL/IT ROOM 109
PANEL "B"SCHEDULE
RADIO EQUIPMENT
HEADBOLT HEATER
COFFEE MAKER 108
113
WOMEN'S R.R. 105
1 Record Drawings
11-2016
1
240320 PACAB Work Session Laydown-Uplands