From the Office of NBBJ 223 Yale Avenue North Seattle, WA 98109

Transcription

Tacoma Community College
Harned Center for Health Careers
WA State Project #07-142
NBBJ Project No. 100540.00
From the Office of
NBBJ
223 Yale Avenue North
Seattle, WA 98109
Page 1
ADDENDUM NO. 04
24 August 2012
1.1
NOTICE TO BIDDERS
A.
This Addendum is issued to all Bidders pursuant to the Instructions to Bidders. This
Addendum serves to clarify, revise, and supersede information in the Project Manual,
Drawings, and previously issued Addenda. Portions of the Addendum affecting the
Contract Documents will be incorporated into the Contract by enumeration of the
Addendum in the Owner/Contractor Agreement.
B.
The Bidder shall acknowledge receipt of this Addendum in the appropriate space on
the Bid Form.
C.
The date for receipt of bids is unchanged by this Addendum.
1.2
A.
1.3
REVISIONS TO THE PROJECT MANUAL
The Project Manual is hereby amended as follows:
1.
Revised Specification Sections; Revised Page Method: Replace corresponding
previously issued pages with the following, attached. New text underlined;
deleted text strikeover example.
a.
00 2113 – INSTRUCTIONS TO BIDDERS: All Pages.
b.
10 5113 – METAL LOCKERS: All Pages.
c.
12 2413 – ROLLER WINDOW SHADES: All Pages
2.
New Sections:
a.
None.
REVISIONS TO DRAWINGS
A.
Revised Full Size Drawings: Replace previously issued full size drawing with the
following revised drawings, attached:
1.
A2.04
2.
A2.05
3.
A3.41
4.
A8.32
5.
A9.30
6.
A10.01
B.
Revision Drawings: Revise full size drawings with the following 8-1/2-by-11-inch or 11by-17-inch revision drawings, attached. The number of the full size drawing being
revised appears before the “R” character in the revision drawing number:
1.
S5.12-R1
From the Office of
NBBJ
Seattle, WA 98109
Page 2
2.
S2.04-R1
C.
Bidder Questions: Responses to Bidder’s questions are organized in groups and
numbered as logged in.
1.
RFI 5004 REVISED RESPONSE
2.
RFI 5009
3.
RFI 5015
4.
RFI 5019
5.
RFI 5020
6.
RFI 5021
7.
RFI 5022
8.
RFI 5023
9.
RFI 5024
10. RFI 5025
11. RFI 5026
12. RFI 5027
13. RFI 5028
14. RFI 5029
D.
Approved Substitution Requests:
1.
26 2713 – Power Monitoring System
a.
Specified: Square D Power Logic, Eaton/Cutler Hammer or approved.
b.
Approved: Siemans
2.
26 1200 - Pad Mounted Transformers
a.
Specified: 2.1 A., Cooper Industries, Cutler-Hammer, GE Electrical
Distribution & Control, Siemens Energy and Automation Inc.
b.
Approved: Howard Industries
3.
26 0943 – Network Lighting Control System
a.
Specified: Lighting control & Design GR 2400-I series or equivalent by
Lutron or approved.
b.
Approved: Douglas Controls
1)
The Contractor is responsible to provide all parts with wiring
diagrams and shop drawings for a complete system.
4.
26 5100 – Architectural Light Fixture Schedule
a.
Specified: Type G1 – Columbia Lighting – CS BI-PIN 2L
b.
Approved: Type G1 – ABL – Fluorescent – C 2 32 MVOLT GEB10PS
WGCSMR48
c.
Specified: Type L1 – Cypress-Cascade
d.
Approved: Type L1 – Camman Industries
e.
Specified: Type G2 – Columbia Lighting - FDPH
f.
Approved: Type G2 – ABL – Fluorescent – VRI 2 32 MVOLT GEB10PA
OPTIONS
g.
Specified: Type X1 – Dual Lite – LES Series
h.
Approved: Type X1 – EDG WSR
From the Office of
NBBJ
Seattle, WA 98109
Page 3
E.
Supplemental Information
1.
HPNW Radiation Shielding Recommendations
END OF ADDENDUM NO. 04
INSTRUCTIONS TO BIDDERS
FOR WASHINGTON STATE FACILITIES CONSTRUCTION
PART 0 – GENERAL CONDITIONS
0.01
EXPLANATION TO PROSPECTIVE BIDDERS
A. In accordance with RCW 39.04.380 effective March 30, 2012 the State of
Washington is enforcing a Reciprocal Preference for Resident Contractors. Any
public works bid received from a nonresident contractor from a state that provides an
in-state percentage bidding preference, a comparable percentage disadvantage must
be applied to the bid of that nonresident contractor.
A nonresident contractor from a state that provides a percentage bid preference means
a contractor that:
a) is from a state that provides a percentage bid preference to its resident contractors
bidding on public works contracts.
b) at the time of bidding on a public works project, does not have a physical office
located in Washington.
The state of residence for a nonresident contractor is the state in which the contractor
was incorporated or, if not a corporation, the state where the contractor's business
entity was formed.
All nonresident contractors will be evaluated for out of state bidder preference. If the
state of the nonresident contractor provides an in-state contractor preference, a
comparable percentage disadvantage will be applied to their bid prior to contract
award.
This section does not apply to public works procured pursuant to RCW 39.04.155,
39.04.280, or any other procurement exempt from competitive bidding.
B. Any prospective bidder desiring an explanation or interpretation of the solicitation,
drawings, specifications, etc., must submit a request in writing to the
Architect/Engineer (A/E) seven (7) calendar days before the bid due date. Oral
explanations or instructions given before the award of a contract will not be binding.
Any information given a prospective bidder concerning a solicitation will be
furnished promptly to all other prospective bidders by addendum to the solicitation, if
that information is necessary in submitting bids or if the lack of it would be
prejudicial to other prospective bidders.
C. In accordance with the legislative findings and policies set forth in Chapter 39.19
RCW the state of Washington encourages participation in all of its contracts by
MWBE firms certified by the Office of Minority and Women’s Business Enterprises
(OMWBE). Participation may be either on a direct basis in response to this invitation
or as a subcontractor to a bidder. However, unless required by federal statutes,
Instructions to Bidders
Page 1 of 9 – March 30, 2012
regulations, grants, or contract terms referenced in the contract documents, no
preference will be included in the evaluation of bids, no minimum level of MWBE
participation shall be required as a condition for receiving an award, and bids will not
be rejected or considered non-responsive on that basis. Any affirmative action
requirements set forth in federal regulations or statutes included or referenced in the
contract documents will apply.
D. In accordance with RCW 39.04.320 the state of Washington requires 15%
Apprenticeship Participation for all projects estimated to cost one million dollars or
more. On applicable projects the bid advertisement and Bid Proposal form shall
establish a minimum required percentage of apprentice labor hours compared to the
total labor hours. Bidders may contact the Department of Labor and Industries,
Specialty Compliance Services Division, Apprenticeship Section, P.O. Box 44530,
Olympia, WA 98504-4530, by phone (360) 902-5320, and e-mail at
[email protected], to obtain information on available apprenticeship programs.
0.02
PREPARATION OF BIDS – CONSTRUCTION
A. Bids must be: (1) submitted on the bid proposal forms, or copies of forms, furnished by
the Owner or the Owner’s agent, and (2) signed in ink. The person signing a bid must
initial each change appearing on any bid form. If the bid is made by a corporation, it
shall be signed by the corporation’s authorized designee. The address of the bidder
shall be typed or printed on the bid form in the space provided.
B. The bid form may require bidders to submit bid prices for one or more items on
various bases, including: (1) lump sum base bid; (2) lump sum bid alternate prices;
(3) unit prices; or (4) any combination of items 1 through 3 above.
C. If the solicitation includes alternate bid items, failure to bid on the alternates may
disqualify the bid. If bidding on all items is not required, bidders should insert the
words “no bid” in the space provided for any item on which no price is submitted.
D. Substitute bid proposals will not be considered unless this solicitation authorizes their
submission.
0.03
BID GUARANTEE
A. When the sum of the base bid plus all additive bid alternates is $35,000.00 or less, bid
security is not required.
When the sum of the base bid plus all additive alternates is greater than $35,000.00, a
bid guarantee in the amount of 5% of the base bid amount is required. Failure of the
bidder to provide bid guarantee when required shall render the bid non-responsive.
B. Acceptable forms of bid guarantee are: A bid bond or postal money order, or certified
check or cashier’s check made payable to the Washington State Treasurer.
Page 2 of 9 – March 30, 2012
The Owner will return bid guarantees (other than bid bond) to unsuccessful bidders as
soon as practicable, but not sooner than the execution of a contract with the
successful bidder. The successful bidder’s bid guarantee will be returned to the
successful bidder with its official notice to proceed with the work of the contract.
C. The bidder will allow 60 days from bid opening date for acceptance of its bid by the
Owner.
The bidder will return to the Owner a signed contract, insurance certificate and bond
or bond waiver within 15 days after receipt of the contract. If the apparent successful
bidder fails to sign all contractual documents or provide the bond and insurance as
required or return the documents within 15 days after receipt of the contract, the
Owner may terminate the award of the contract.
D. In the event a bidder discovers an error in its bid following the bid opening, the
bidder may request to withdraw its bid under the following conditions:
1. Written notification is received by the Owner within 24 hours following bid
opening.
2. The bidder provides written documentation of the claimed error to the satisfaction
of the Owner within 72 hours following the bid opening.
The Owner will approve or disapprove the request for withdrawal of the bid in
writing. If the bidder’s request for withdrawal of its bid is approved, the bidder
will be released from further obligation to the Owner without penalty. If it is
disapproved, the Owner may retain the bidder’s bid guarantee.
0.04
ADDITIVE OR DEDUCTIVE BID ITEMS
The low bidder, for purposes of award, shall be the responsive bidder offering the low
aggregate amount for the base bid item, plus additive or deductive bid alternates selected
by the Owner, and within funds available for the project.
The bidder agrees to hold all bid alternate prices for sixty (60) days from date of bid
opening.
0.05
ACKNOWLEDGEMENT OF ADDENDA
Bidders shall acknowledge receipt of all addenda to this solicitation by identifying the
addenda numbers in the space provided for this purpose on the bid proposal form.
Failure to do so may result in the bid being declared non-responsive.
0.06
SITE INVESTIGATION AND CONDITIONS AFFECTING THE WORK
The bidder acknowledges that it has taken steps necessary to ascertain the nature and
location of the work, and that it has investigated and satisfied itself as to the general and
Page 3 of 9 – March 30, 2012
local conditions which can affect the work or its cost, including but not limited to (1)
conditions bearing upon transportation, disposal, handling, and storage of materials; (2)
the availability of labor, water, electric power, and road; (3) uncertainties of weather,
river stages, tides, or similar physical conditions at the site; (4) the conformation and
conditions of the ground; and (5) the character of equipment and facilities needed
preliminary to and during the work. The bidder also acknowledges that it has satisfied
itself as to character, quality, and quantity of surface and subsurface materials or
obstacles to be encountered insofar as this information is reasonably ascertainable from
an inspection of the site, including exploratory work done by the Owner, as well as from
the drawings and specifications made a part of this contract. Any failure of the bidder to
take the actions described and acknowledged in this paragraph will not relieve the bidder
from responsibility for estimating properly the difficulty and cost of successfully
performing the work.
0.07
BID AMOUNTS
A. The bid prices shown for each item on the bid proposal shall include all labor,
material, equipment, overhead and compensation to complete all of the work for that
item.
B. The actual cost of building permit (only) and the public utility hookup fees will be a
direct reimbursement to the Contractor or paid directly to the permitting agency by
the Owner. Fees for these permits should not be included by the Bidder in the bid
amount.
C. The Bidder agrees to hold the base bid prices for sixty (60) days from date of bid
opening.
0.08
TAXES
The bid amounts shall not include Washington State Sales Tax (WSST). All other taxes
imposed by law shall be included in the bid amount. The Owner will include WSST in
progress payments. The Contractor shall pay the WSST to the Department of Revenue
and shall furnish proof of payment to the Owner if requested.
[NOTE: Contractor must bond for contract amount plus the WSST.]
0.09
SUBMISSION OF BIDS
A. Bid Proposals must be submitted on or before the time specified in the Advertisement
for Bids.
B. If the base bid and the sum of the additive alternates is one million dollars or more,
the Bid Proposal shall comply with the following requirements:
1. Pursuant to RCW 39.30.060, if the base bid and the sum of the additive alternates
is one million dollars or more, the Bidder shall provide names of the
Page 4 of 9 – March 30, 2012
Subcontractors with whom the Bidder will subcontract for performance of
heating, ventilation and air conditioning (HVAC), plumbing, and electrical.
2. The Bidder can name itself for the performance of the work.
3. The Bidder shall not list more than one Subcontractor for each category of work
identified UNLESS Subcontractors vary with bid alternates, in which case the
Bidder must indicate which Subcontractor will be used for which alternate.
4. Failure of the Bidder to submit as part of the bid the NAMES of such
Subcontractors or to name itself to perform such work shall render the Bidder's
bid nonresponsive and, therefore, void.
C. The Bid Proposal shall be submitted in a sealed envelope addressed to the office
specified in the Advertisement for Bids. The envelope shall have printed on the
outside:
1. The project number and description.
2. The name and address of the bidder.
3. Identification as Bid Proposal.
D. Prior to the bid opening, the Owner’s representative will designate the official bid
clock. Any part of the bid proposal or bid modification not received prior to the times
specified, per the designated bid clock, will not be considered and the bid will be
returned to the bidder unopened.
E. A bid may be withdrawn in person by a bidder’s authorized representative before the
opening of the bids. Bidder(s) representative will be required to show ID and sign on
bid summary sheet before it will be released.
F. People with disabilities who wish to request special accommodation, (e.g., sign
language interpreters, Braille, etc.) need to contact the Owner ten (10) working days
prior to the scheduled bid opening.
0.10
BID RESULTS
After the Bid Opening, Bidders may obtain bid results from the office of E&AS by
calling (360) 902-7272 or by logging on to E&AS' web site:
https://fortress.wa.gov/ga/apps/BidResults/default.aspx . Bid results may also be obtained
from the A/E.
0.11
LOW RESPONSIBLE BIDDER
A. Mandatory Responsibility Criteria: Before award of a public works contract, a
bidder must meet the following mandatory responsibility criteria under RCW
39.04.350 (1) to be considered a responsible bidder and qualified to be awarded a
public works project. The bidder must:
Page 5 of 9 – March 30, 2012
1. At the time of bid submittal, have a certificate of registration in compliance with
chapter 18.27 RCW;
2. Have a current state unified business identifier number;
3. If applicable, have industrial insurance coverage for the bidder's employees
working in Washington as required in Title 51 RCW; an employment security
department number as required in Title 50 RCW; and a state excise tax
registration number as required in Title 82 RCW;
4. Not be disqualified from bidding on any public works contract under RCW
39.06.010 or 39.12.065(3); and
5. If bidding on a public works project subject to the apprenticeship utilization
requirements in RCW 39.04.320, not have been found out of compliance by the
Washington state apprenticeship and training council for working apprentices out
of ratio, without appropriate supervision, or outside their approved work
processes as outlined in their standards of apprenticeship under chapter 49.04
RCW for the one-year period immediately preceding the date of the bid
solicitation.
6. Until December 31, 2013, not have violated the “Off-site Prefabrication”
reporting requirement more than one time as determined by the Department of
Labor and Industries.
B. Supplemental Responsibility Criteria: In addition to the mandatory bidder
responsibility, the Owner may adopt relevant supplemental criteria for determining
bidder responsibility applicable to a particular project which the bidder must meet
(RCW 39.04.350 (2)).
1. If applicable, the Owner shall consider an overall accounting of the attached
supplemental criteria for determining bidder responsibility “DIVISION 00
RESPONSIBILITY CRITERIA”.
2. At least seven (7) days prior to the bid submittal deadline, a potential bidder may
request that the Owner modify the supplemental responsibility criteria. The
Owner will evaluate the information submitted by the potential bidder and
respond before the bid submittal deadline. If the evaluation results in a change of
the criteria, the Owner will issue an addendum to the bidding documents
identifying the new criteria.
3. Upon Owner’s request, the apparent low bidder must supply the requested
responsibility information within two (2) business days of request by Owner.
Withholding information or failure to submit all the information requested within
the time provided may render the bid non-responsive.
4. If the Owner determines that the apparent low bidder is not responsible, the
Owner will notify the bidder of its preliminary determination in writing.
5. Within three (3) days after receipt of the preliminary determination, the bidder
may withdraw its bid or request a hearing where the bidder may appeal the
preliminary determination and present additional information to the Owner.
Page 6 of 9 – March 30, 2012
6. The Owner will schedule a hearing within three (3) working days of receipt of the
bidder’s request. The hearing members will include a Client Agency
Representative, EAS Assistant Director or designee, Deputy Assistant Director or
designee, and Project Manager.
7. The Owner will issue a Final Determination after reviewing information presented
at the hearing.
8. If the Owner determines a bidder to be not responsible, the Owner will provide, in
writing, the reasons for the determination. If the final determination affirms that
the bidder is not responsible, the Owner will not execute a contract with any other
bidder until two (2) business days after the bidder determined to be not
responsible has received the final determination.
9. The Owner’s Final Determination is specific to this project, and will have no
effect on other or future projects.
C. Reporting Off-Site, Prefabricated, Non-Standard, Project Specific Items
1. For contracts entered into between September 1, 2010 and December 31, 2013, all
“Off-Site Prefabricated Non-Standard Project Specific Items” shall be
identified for projects valued at one million dollars or more. "Off-site,
prefabricated, nonstandard, project specific items" means products or items that
are:
a) Made primarily of architectural or structural precast concrete, fabricated steel,
pipe and pipe systems, or sheet metal and sheet metal duct work;
b) Produced specifically for the public work and not considered to be regularly
available shelf items;
c) Produced or manufactured by labor expended to assemble or modify standard
items;
d) Produced at an off-site location outside of Washington.
2. The Contractor or Subcontractor(s) contracting for “Off-Site Prefabricated NonStandard Project Specific Items” shall comply with the Department of Labor and
Industries reporting requirements and instructions on the affidavit of wages paid
form. The information to be provided to the Department of Labor and Industries
shall include:
a) The estimated cost of the public works project;
b) The name of the awarding agency and the project title;
c) The contract value of the off-site, prefabricated, nonstandard, project specific
items produced outside Washington, including labor and materials;
d) The name, address and federal employer identification number of the
contractor that produced the off-site, prefabricated, nonstandard, project
specific items.
The Contractor or Subcontractor directly contracting for the off-site prefabricated
items must submit this information as part of the affidavit of wages paid form
filed with the Department of Labor and Industries. Contractors found to be out of
Page 7 of 9 – March 30, 2012
compliance with the Department of Labor and Industries may be rejected as nonresponsible.
The Owner may direct the Contractor, at no additional cost to the Owner, to
remove and substitute any Subcontractor(s) found to be out of compliance with
the “Off-Site Prefabricated Non-Standard Project Specific Items” reporting
requirements more than one time as determined by the Department of Labor and
Industries.
0.12
CONTRACT AWARD
A. The Owner will evaluate bids responsiveness and responsibility.
1. A bid will be considered responsive if it meets the following requirements:
a) It is received at the proper time and place.
b) It meets the stated requirements of the bid proposal.
c) It is submitted by a licensed/registered contractor within the state of
Washington at the time of bid opening and is not banned from bidding by the
Department of Labor and Industries.
d) It is accompanied by a bid guarantee, if required.
2. A bid will be considered responsible if it meets the following requirements:
a) It meets the mandatory responsibility criteria established in RCW 39.04.350
and an overall accounting of the supplemental responsibility criteria
established for the project.
B. The Owner reserves the right to accept or reject any or all bid proposals and to waive
informalities.
C. The Owner may negotiate bid price adjustments with the low responsive bidder,
including changes in the contract documents, to bring the bid within the available
funding per RCW 39.04.015.
D. The apparent low bidder, for purpose of award, shall be the responsive and
responsible bidder offering the low aggregate amount for the base bid plus selected
additive or deductive bid alternates and meeting all other bid submittal requirements.
E. Reciprocal Preference for Resident Contractors. For a public works bid received
from a nonresident contractor from a state that provides an in-state percentage
bidding preference, a Comparable Percentage Disadvantage (CPD) will be applied to
the bid of that nonresident contractor. The CPD is the in-state contractor percent
advantage provided by the contractor’s home state.
For the purpose of determining the successful bidder, multiply the Nonresident
Contractor bid amount by the CPD. The “bid amount” shall be the total of the base
Page 8 of 9 – March 30, 2012
bid and all accepted alternate bid items. The CPD shall be added to the Nonresident
Contractor bid amount which equates to the Nonresident Disadvantage Total. The
Nonresident Disadvantage Total shall be compared to the Washington contractor bid
amounts. The bidder with the lowest total shall be the successful bidder. See
example below.
EXAMPLE: Alaska Nonresident Contractor Bid Amount
Multiplied by the Alaska CPD
Alaska CPD Total
$100,000
x
0.05
$ 5,000
Alaska Nonresident Contractor Bid Amount
Alaska CPD Total
Nonresident Disadvantage Total
$100,000
$ 5,000
$105,000*
* Note – If the Nonresident Disadvantage Total is lower than all other Washington
contractor bid amounts, the Alaska Nonresident Contractor is the
successful bidder and will be awarded a contract for the bid amount of
$100,000.
If the Nonresident Disadvantage Total is higher than a Washington
contractor bid amount, the successful Washington bidder will be awarded
a contract for the bid amount.
F. The Contract will only become effective when signed by the Owner. Prior to the
Owner’s signature, any and all costs incurred shall be the sole responsibility of the
bidder.
0.13
DOCUMENTS (ATTACHED)
A.
B.
C.
D.
E.
Advertisement for Bids
Responsibility Criteria (if applicable)
Bid Proposal
Washington State Prevailing Wage Rates
Certificate of Insurance form
Note: AIA Payment Bond and Performance Bond forms (A312) are required. These
forms will not be provided by the Owner.
Instructions To Bidders/Reference Documents
Page 9 of 9 – March 30, 2012
Addendum No. 04
24 August 2012
Section 10 5113
METAL LOCKERS
PART 1 - GENERAL
1.1
A.
1.2
SUMMARY
Section Includes:
1.
Electronically controlledStandard duty knocked-down metal lockers.
SUBMITTALS
A.
Product Data: For each type of product indicated.
B.
Shop Drawings: For metal lockers. Include plans, elevations, sections, details, and
attachments to other work.
C.
Samples: For units with factory-applied color finishes.
D.
Maintenance data.
E.
Warranty: Sample of special warranty.
1.3
A.
1.4
A.
QUALITY ASSURANCE
Regulatory Requirements: Where metal lockers are indicated to comply with
accessibility requirements, comply with the U.S. Architectural & Transportation Barriers
Compliance Board's "Americans with Disabilities Act (ADA) and Architectural Barriers
Act (ABA) Accessibility Guidelines for Buildings and Facilities".
WARRANTY
Special Warranty: Manufacturer's standard form in which manufacturer agrees to
repair or replace components of metal lockers that fail in materials or workmanship,
excluding finish, within specified warranty period.
1.
Warranty Period for Knocked-Down Metal Lockers: Two years from date of
Substantial Completion.
PART 2 - PRODUCTS
2.1
MATERIALS
A.
Cold-Rolled Steel Sheet: ASTM A 1008/A 1008M, Commercial Steel (CS), Type B,
suitable for exposed applications.
B.
Fasteners: Zinc- or nickel-plated steel, slotless-type, exposed bolt heads; with selflocking nuts or lock washers for nuts on moving parts.
10 5113 - 1
Addendum No. 04
24 August 2012
C.
2.2
Section 10 5113
METAL LOCKERS
Anchors: Material, type, and size required for secure anchorage to each substrate.
ELECTRONICALLY CONTROLLED METAL LOCKERS
A.
Basis-of-Design Product: Subject to compliance with requirements, provide
SmartLocker by Penco Products, Inc.
B.
Locker Arrangement: Double tier.
C.
Material: Cold-rolled steel sheet.
D.
Body and Shelves: Assembled by riveting or bolting body components together.
Fabricate from unperforated 0.024-inch (0.61-mm) nominal-thickness steel sheet.
E.
Frames: Channel formed; fabricated from 0.060-inch (1.52-mm) nominal-thickness
steel sheet; lapped and factory welded at corners; with top and bottom main frames
factory welded into vertical main frames. Form continuous, integral door strike full
height on vertical main frames.
F.
Doors: One piece; fabricated from 0.060-inch (1.52-mm) nominal-thickness steel
sheet; formed into channel shape with double bend at vertical edges and with rightangle single bend at horizontal edges.
1.
Reinforcement: Manufacturer's standard reinforcing angles, channels, or
stiffeners for doors more than 15 inches (381 mm) wide; welded to inner face of
doors.
2.
Stiffeners: Manufacturer's standard full-height stiffener fabricated from 0.048inch (1.21-mm) nominal-thickness steel sheet; welded to inner face of doors.
3.
Sound-Dampening Panels: Manufacturer's standard, designed to stiffen doors
and reduce sound levels when doors are closed, of die-formed metal with full
perimeter flange and sound-dampening material; welded to inner face of doors.
4.
Door Style: Unperforated panel.
G.
Hinges: Welded to door and attached to door frame with no fewer than two factoryinstalled rivets per hinge that are completely concealed and tamper resistant when
door is closed; fabricated to swing 180 degrees.
1.
Continuous Hinges: Manufacturer's standard, steel, full height.
H.
System Control Unit: System Control Unit (SCU) will manage all functions of the locker
control system and will send data and command information to as many as 256 Locker
Control Units (LCU), controlling up to 12,288 lockers per SCU, and retrieve transaction
data from them via an RS485 interface. SCU will also provide hard contacts for
interfacing to optional alarm devices. Both the SCU and standard battery back-up are
contained in individual UL approved enclosures and placed within 50 linear feet of the
administrative PC.
I.
Equipment: Equip each metal locker with identification plate and the following unless
otherwise indicated:
10 5113 - 2
Addendum No. 04
24 August 2012
1.
Section 10 5113
METAL LOCKERS
Double-Tier Units: One double-prong ceiling hook and two single-prong wall
hooks.
J.
Accessories:
1.
Legs: 6 inches (152 mm) high; formed by extending vertical frame members, or
fabricated from 0.075-inch (1.90-mm) nominal-thickness steel sheet; welded to
bottom of locker.
a.
Closed Front and End Bases: Fabricated from 0.036-inch (0.91-mm)
nominal-thickness steel sheet.
2.
Continuous Sloping Tops: Fabricated from manufacturer's standard thickness,
but not less than 0.036-inch (0.91-mm) nominal-thickness steel sheet.
3.
Recess Trim: Fabricated from 0.048-inch (1.21-mm) nominal-thickness steel
sheet.
4.
Filler Panels: Fabricated from manufacturer's standard thickness, but not less
than 0.036-inch (0.91-mm) nominal-thickness steel sheet.
5.
Boxed End Panels: Fabricated from 0.060-inch (1.52-mm) nominal-thickness
steel sheet.
6.
Finished End Panels: Fabricated from 0.024-inch (0.61-mm) nominal-thickness
steel sheet.
K.
Finish: Baked enamel or powder coat.
1.
Color(s): Two colors, as selected by Architect from manufacturer's full range].
2.2
KNOCKED-DOWN METAL LOCKERS
A.
Basis-of-Design Product: Subject to compliance with requirements, provide Penco
Vanguard Series metal lockers or comparable product by one of the following:
1.
Hadrian Manufacturing Inc; Emperor.
2.
Lyon Workspace Products, LLC; Standard.
3.
Republic Storage Systems Company; Standard.
B.
Body: Assembled by riveting or bolting body components together. Fabricate from
unperforated steel sheet with thicknesses as follows:
1.
Tops, Bottoms, and Intermediate Dividers: 0.024-inch (0.61-mm) nominal
thickness, with single bend at sides.
2.
Backs and Sides: 0.024-inch (0.61-mm) nominal thickness, with full-height,
double-flanged connections.
3.
Shelves: 0.024-inch (0.61-mm)nominal thickness, with double bend at front and
single bend at sides and back.
C.
Frames: Channel formed; fabricated from 0.060-inch (1.52-mm) nominal-thickness
steel sheet; lapped and factory welded at corners; with top and bottom main frames
factory welded into vertical main frames. Form continuous, integral, full-height door
strikes on vertical main frames.
10 5113 - 3
Addendum No. 04
24 August 2012
Section 10 5113
METAL LOCKERS
D.
Doors: One piece; fabricated from 14 gage nominal-thickness steel sheet; formed into
channel shape with double bend at vertical edges and with right-angle single bend at
horizontal edges.
1.
Doors less than 12 inches (305 mm) wide may be fabricated from 0.048-inch
(1.21-mm) nominal-thickness steel sheet.
2.
Doors for box lockers less than 15 inches (381 mm) wide may be fabricated from
0.048-inch (1.21-mm) nominal-thickness steel sheet.
3.
Reinforcement:
Manufacturer's standard reinforcing angles, channels, or
stiffeners for doors more than 15 inches (381 mm) wide; welded to inner face of
doors.
4.
Stiffeners: Manufacturer's standard full-height stiffener fabricated from 0.048inch (1.21-mm) nominal-thickness steel sheet; welded to inner face of doors.
5.
Louvered Vents: Manufacturer's standard louver pattern.
E.
Hinges: Manufacturer's standard, steel, continuous or knuckle type.
F.
Recessed Door Handle and Latch: Stainless-steel cup with integral door pull, recessed
so locking device does not protrude beyond door face; pry and vandal resistant.
1.
Multipoint Latching: Finger-lift latch control designed for use with padlocks.
a.
Latch Hooks: Equip doors 48 inches and higher with three latch hooks and
doors less than 48 inches high with two latch hooks; fabricated from 0.105inch nominal-thickness steel sheet; welded or riveted to full-height door
strikes; with resilient silencer on each latch hook.
b.
Latching Mechanism: Manufacturer's standard, rattle-free latching
mechanism.
G.
Continuous Zee Base: Fabricated from manufacturer's standard thickness, but not less
than 0.060-inch nominal-thickness steel sheet.
1.
Height: 4 inches.
H.
Filler Panels: Fabricated from manufacturer's standard thickness, but not less than
0.036-inch nominal-thickness steel sheet.
I.
Finished End Panels: Fabricated from 0.024-inch nominal-thickness steel sheet.
J.
Finish: Baked enamel or powder coat.
1.
Color: As selected by Architect from manufacturer's full range.
K.
Recess Trim: Fabricated from 0.048-inch nominal-thickness steel sheet.
2.3
A.
KEYLESS LOCKS
Built-in, Card-Operated Locks: Self-contained units mounted on interior of door with
replaceable lock cylinders keyed separately and master keyed. Mount instruction
decals on both faces of door. Furnish one change card key for each lock and one
master card key.
1.
Bolt Operation: Electronically locking deadbolt or spring bolt.
10 5113 - 4
Addendum No. 04
24 August 2012
2.42.3
Section 10 5113
METAL LOCKERS
FABRICATION
A.
Fabricate metal lockers square, rigid, and without warp and with metal faces flat and
free of dents or distortion. Make exposed metal edges safe to touch and free of sharp
edges and burrs.
1.
Form body panels, doors, shelves, and accessories from one-piece steel sheet
unless otherwise indicated.
2.
Provide fasteners, filler plates, supports, clips, and closures as required for
complete installation.
B.
Fabricate each metal locker with an individual door and frame; individual top, bottom,
and back; and common intermediate uprights separating compartments. Factory weld
frame members of each metal locker together to form a rigid, one-piece assembly.
C.
Knocked-Down Construction: Fabricate metal lockers using nuts, bolts, screws, or
rivets for nominal assembly at Project site.
D.
Accessible Lockers: Fabricate as follows:
1.
Locate bottom shelf no lower than 15 inches (381 mm) above the floor.
2.
Where hooks, coat rods, or additional shelves are provided, locate no higher than
48 inches (1219 mm) above the floor.
E.
Hooks: Manufacturer's standard ball-pointed type, aluminum or steel; zinc plated.
F.
Coat Rods: Fabricated from 1-inch-diameter steel; nickel plated.
G.
Identification Plates: Manufacturer's standard, etched, embossed, or stamped
aluminum plates, with numbers and letters at least 3/8 inch high.
H.
Continuous Base: Formed into channel or zee profile for stiffness, and fabricated in
lengths as long as practical to enclose base and base ends of metal lockers; finished to
match lockers.
I.
Continuous Sloping Tops: Fabricated in lengths as long as practical, without visible
fasteners at splice locations; finished to match lockers.
1.
Sloping-top corner fillers, mitered.
J.I.
Recess Trim: Fabricated with minimum 2-1/2-inch (64-mm) face width and in lengths
as long as practical; finished to match lockers.
K.J. Filler Panels: Fabricated in an unequal leg angle shape; finished to match lockers.
Provide slip-joint filler angle formed to receive filler panel.
L.
Boxed End Panels: Fabricated with 1-inch- (25-mm-) wide edge dimension, and
designed for concealing fasteners and holes at exposed ends of nonrecessed metal
lockers; finished to match lockers.
1.
Provide one-piece panels for double-row (back-to-back) locker ends.
10 5113 - 5
Addendum No. 04
24 August 2012
Section 10 5113
METAL LOCKERS
M.K. Finished End Panels: Designed for concealing unused penetrations and fasteners,
except for perimeter fasteners, at exposed ends of nonrecessed metal lockers; finished
to match lockers.
1.
Provide one-piece panels for double-row (back-to-back) locker ends.
N.
2.52.4
Center Dividers: Full-depth, vertical partitions between bottom and shelf; finished to
match lockers.
STEEL SHEET FINISHES
A.
Baked-Enamel Finish: Immediately after cleaning, pretreating, and phosphatizing,
apply manufacturer's standard thermosetting baked-enamel finish. Comply with paint
manufacturer's written instructions for application, baking, and minimum dry film
thickness.
B.
Powder-Coat Finish: Immediately after cleaning and pretreating, electrostatically apply
manufacturer's standard, baked-polymer, thermosetting powder finish. Comply with
resin manufacturer's written instructions for application, baking, and minimum dry film
thickness.
PART 3 - EXECUTION
3.1
INSTALLATION
A.
General: Install level, plumb, and true; shim as required, using concealed shims.
1.
Anchor locker runs at ends and at intervals recommended by manufacturer, but
not more than 36 inches (910 mm) o.c. Using concealed fasteners, install
anchors through backup reinforcing plates, channels, or blocking as required to
prevent metal distortion.Anchor single rows of metal lockers to walls near top and
bottom of lockers.
2.
Anchor back-to-back metal lockers to floor.
B.
Knocked-Down Metal Lockers: Assemble with standard fasteners, with no exposed
fasteners on door faces or face frames.
C.
Equipment and Accessories: Fit exposed connections of trim, fillers, and closures
accurately together to form tight, hairline joints, with concealed fasteners and splice
plates.
1.
Attach hooks with at least two fasteners.
2.
Attach door locks on doors using security-type fasteners.
3.
Identification Plates: Identify metal lockers with identification indicated on
Drawings.
a.
Attach plates to each locker door, near top, centered, with at least two
aluminum rivets.
4.
Attach recess trim to recessed metal lockers with concealed clips.
10 5113 - 6
Addendum No. 04
24 August 2012
Section 10 5113
METAL LOCKERS
5.
Attach filler panels with concealed fasteners. Locate filler panels where indicated
on Drawings.
6.
Attach sloping-top units to metal lockers, with closures at exposed ends.
7.
Attach boxed end panels with concealed fasteners to conceal exposed ends of
nonrecessed metal lockers.
8.6. Attach finished end panels with fasteners only at perimeter to conceal exposed
ends of nonrecessed metal lockers.
END OF SECTION
10 5113 - 7
Addendum No. 04
24 August 2012
Section 12 2413
ROLLER WINDOW SHADES
PART 1 - GENERAL
1.1
A.
1.2
SUMMARY
Section includes motor- operated roller shades.
SUBMITTALS
A.
Product Data: For each type of product.
1.
Include styles, material descriptions, construction details, dimensions of
individual components and profiles, features, finishes, and operating instructions
for roller shades.
B.
Shop Drawings: Show fabrication and installation details for roller shades, including
shadeband materials, their orientation to rollers, and their seam and batten locations.
1.
Motor-Operated Shades: Include details of installation and diagrams for power,
signal, and control wiring.
C.
Samples: For each exposed product and for each color and texture specified.
D.
Roller-Shade Schedule: Use same designations indicated on Drawings.
E.
Product certificates.
F.
Product test reports.
G.
Maintenance data.
1.3
QUALITY ASSURANCE
A.
Installer Qualifications: Fabricator of products.
B.
Mockups: Build mockups to verify selections made under Sample submittals, to
demonstrate aesthetic effects, and to set quality standards for materials and execution.
1.
Approval of mockups does not constitute approval of deviations from the
Contract Documents contained in mockups unless Architect specifically approves
such deviations in writing.
2.
Subject to compliance with requirements, approved mockups may become part
of the completed Work if undisturbed at time of Substantial Completion.
12 2413 - 1
Addendum No. 04
24 August 2012
Section 12 2413
PART 2 - PRODUCTS
2.1
A.
2.2
MANUFACTURERS
Basis-of-Design Product: Subject to compliance with requirements, provide Skyco
“Motorized Shaes” or comparable product by one of the following:
1.
Draper Inc.
2.
Hunter Douglas Contract.
3.
Lutron Electronics Co., Inc.
4.
Nysan Solar Control Inc.; Hunter Douglas Company.
ROLLER SHADES
A.
Motorized Operating Mechanisms: Provide factory-assembled shade-operator
systems of size and capacity and with features, characteristics, and accessories
suitable for conditions indicated and recommended by manufacturer for use with
shades indicated.
1.
Electrical Components: Listed and labeled as defined in NFPA 70, by a qualified
testing agency, and marked for intended location and application.
2.
Electric Motors: Manufacturer's standard for operating roller shades.
a.
Electrical Characteristics: Single phase, 120 V, 60 Hz.
3.
Remote Controls: Group wall-switch control stations.
4.
Crank-Operator Override: Crank and gearbox operate shades in event of power
outage or motor failure.
5.
Limit Switches: Adjustable switches, interlocked with motor controls and set to
stop shade movement automatically at fully raised and fully lowered positions.
B.
Rollers: Corrosion-resistant steel or extruded-aluminum tubes of diameters and wall
thicknesses required to accommodate operating mechanisms and weights and widths
of shadebands indicated without deflection. Provide with permanently lubricated driveend assemblies and idle-end assemblies designed to facilitate removal of shadebands
for service.
1.
Roller Mounting Configuration: Single roller.
2.
Roller Drive-End Location: As indicated on Drawings.
3.
Direction of Shadeband Roll: Regular, from back of roller.
4.
Shadeband-to-Roller Attachment: Manufacturer's standard method.
C.
Mounting Hardware: Brackets or endcaps, corrosion resistant and compatible with
roller assembly, operating mechanism, installation accessories, and mounting location
and conditions indicated.
D.
Roller-Coupling Assemblies: Coordinated with operating mechanism and designed to
join up to three inline rollers into a multiband shade that is operated by one roller driveend assembly.
E.
Shadebands:
1.
Shadeband Material: Skyco “SW4600” 3% P10 Granite or approved.
12 2413 - 2
Addendum No. 04
24 August 2012
2.
F.
2.3
Section 12 2413
Shadeband Bottom (Hem) Bar: Steel or extruded aluminum.
a.
Type: Enclosed in sealed pocket of shadeband material <Insert
description>.
Installation Accessories:
1.
Front Fascia: Aluminum extrusion that conceals front and underside of roller and
operating mechanism and attaches to roller endcaps without exposed fasteners.
a.
Shape: L-shaped.
b.
Height: Manufacturer's standard height required to conceal roller and
shadeband when shade is fully open, but not less than 4 inches.
2.
Exposed Headbox: Rectangular, extruded-aluminum enclosure including front
fascia, top and back covers, endcaps, and removable bottom closure.
a.
Height: Manufacturer's standard height required to enclose roller and
shadeband when shade is fully open.
3.
Endcap Covers: To cover exposed endcaps.
4.
Recessed Shade Pocket: Rectangular, extruded-aluminum enclosure designed
for recessed ceiling installation; with front, top, and back formed as one piece,
end plates, and removable bottom closure panel.
a.
Height: Manufacturer's standard height required to enclose roller and
shadeband when shade is fully open.
b.
Provide pocket with lip at lower edge to support acoustical ceiling panel.
ROLLER-SHADE FABRICATION
A.
Product Safety Standard: Fabricate roller shades to comply with WCMA A 100.1,
including requirements for flexible, chain-loop devices; lead content of components;
and warning labels.
B.
Unit Sizes: Fabricate units in sizes to fill window and other openings as follows,
measured at 74 deg F:
1.
Between (Inside) Jamb Installation: Width equal to jamb-to-jamb dimension of
opening in which shade is installed less 1/4 inch per side or 1/2-inch total, plus or
minus 1/8 inch. Length equal to head-to-sill or -floor dimension of opening in
which shade is installed less 1/4 inch, plus or minus 1/8 inch.
1.
Outside of Jamb Installation: Width and length as indicated, with terminations
between shades of end-to-end installations at centerlines of mullion or other
defined vertical separations between openings.
C.
Shadeband Fabrication: Fabricate shadebands without battens or seams to extent
possible except as follows:
1.
Vertical Shades: Where width-to-length ratio of shadeband is equal to or greater
than 1:4, provide battens and seams at uniform spacings along shadeband
length to ensure shadeband tracking and alignment through its full range of
movement without distortion of the material.
12 2413 - 3
Addendum No. 04
24 August 2012
Section 12 2413
PART 3 - EXECUTION
3.1
ROLLER-SHADE INSTALLATION
A.
Examine substrates, areas, and conditions, with Installer present, for compliance with
requirements for installation tolerances, operational clearances, accurate locations of
connections to building electrical system, and other conditions affecting performance of
the Work.
B.
Proceed with installation only after unsatisfactory conditions have been corrected.
C.
Install roller shades level, plumb, and aligned with adjacent units, according to
manufacturer's written instructions.
D.
Electrical Connections: Connect motor-operated roller shades to building electrical
system.
E.
Adjust and balance roller shades to operate smoothly, easily, safely, and free from
binding or malfunction throughout entire operational range.
F.
Clean roller-shade surfaces after installation, according to manufacturer's written
instructions.
END OF SECTION
12 2413 - 4
CL BM & POST
HSS 6x4x1/4
EL 46'-10"
HSS 6x4x1/4
NS & FS
3/16
3/16
NOTE: SEE B/S5.11 FOR MISSING INFO.
R
SECTION
1"=1'-0"
REVISION:
TACOMA COMMUNITY
COLLEGE - HEALTH
CAREERS CENTER
Project No:
100540.00
By:
ADDENDUM 4
SECTION ADDITION
JL
Date:
08/24/2012
S5.12
R1
1' - 0 1/2"
8' - 6"
C
3
8'
-9
"
HSS 5x5x1/4 (41'-0
CL 1'-0 1/2" OFF
GRID H OR J
1
L
S5.10
6"
4"
/2"
J
-1
01
W21X44 C 7/8"
1'
MECHANICAL LEVEL/
LOWER ROOF FRAMING PLAN
1/8"=1'-0"
19' - 0"
21] C 1/2"
1
1' - 9"
1/2
"
6")
-0
(44
'-
1'
4"
HSS6X4X1/4 (46' - 10")
HSS6X6X1/2 (45' - 0")
W12X14 [5,5]
1
HSS 5x5x1/4 (44'-6
H
2' - 6"
55
C
4X55 C 7/8"
TYP
2
1' - 0"
5' - 0")
B
14
HS
S
HS 6X4X
S6
1
X6 /4 (4
X1
/4 6' - 1
(45
0
' - ")
0")
/4
L
S5.10
HS
CL S 5 x
GR 1'-0 5x1
ID 1/2 /4 (
B O " O 41'
R FF -0")
C
TYP
H3
W2
4X
2
0")
4"
3/4
"
"
W1
2X
G.9
X5
X1
(45
'-
S5
1/ 2
HS
2X
-9
2X
1
1'
S1
8'
HS
-6
"
W2
1X
44
2
W1
2X
C5
/8"
16
[15
]
10
MECHANICAL LEVEL/
LOWER ROOF FRAMING PLAN
1/8"=1'-0"
TACOMA COMMUNITY
COLLEGE - HEALTH CAREERS
CENTER
REVISION:
ADDENDUM 4
PLAN REVISION
Project No:
100540.00
By:
RMF
Date:
08/24/2012
S2.04
R1
CA Tools / RFI
Page 1 of 2
ARCHITECT RFI NOTES TO ARCHITECT
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
RFI Number
5004.0
CONTRACTOR ISSUED ON:
8/7/12
DATE REQUESTED BACK:
DATE RECEIVED @ NBBJ:
8/7/12
DATE DUE BACK TO CONTRACTOR:
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
TCC Building Package 2007-142
SUBJECT
8/21/12
Environmental Question - DM12055 - Harned Center for Health Careers at Tacoma Community College; Tacoma,
WA
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
CONTRACTOR'S QUESTION
Please address and verify the following environmental potential pre-existing hazardous material / responsibility question.
Will the Owner be considered as the generator of all pre-existing hazardous materials and sign all transportation manifests as such?
Please advise. - Marc
CONTRACTOR'S SUGGESTION
ARCHITECT NOTES TO ARCHITECT
ARCHITECT'S COMPOSITE RESPONSE
[Robert Highman] The Owner will NOT be considered as the generator of all pre-existing hazardous materials and will NOT sign
transportation manifests.
In the Pre-Bid Conference the Owner indicated that the site had not hazardous materials. If for some reason hazardous materials are
discovered during the course of construction, team decisions will be generated to address them.
[Robert Highman] The Owner will NOT be considered as the generator of all pre-existing hazardous materials and will NOT sign
transportation manifests.
In the Pre-Bid Conference the Owner indicated that the site had not hazardous materials. If for some reason hazardous materials are
discovered during the course of construction, team decisions will be generated to address them.
https://secure.nbbj.com/catools/asp/rfi_prnt.asp?itmNo=5004.0&conId=1450&print=1
8/23/2012
CA Tools / RFI
Page 2 of 2
REVISED RESPONSE:
The Owner will be considered the generator of all pre-existing hazardous materials.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
CONSULTANTS NOTIFIED
NBBJ - Robert Highman
COPY TO
ELECTRONIC ATTACHMENTS
RFI_5004.pdf
8/23/2012
CA Tools / RFI
Page 1 of 2
DATE ISSUED
RFI Number
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
5009.0
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
8/9/12
8/9/12
8/23/12
TCC Harned Center, architectural bid questions
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Robert,
I withdraw question 3 below, I found the designator for H & V on the notes on sheet A10.11
I do have a question about the specification for the windows. The spec includes 084113 Aluminum Framed Entrances, and 084400
Glazed Framing Systems (curtain wall) but neither seem to apply well to the windows on A10.11. Is there a separate Aluminum Window
specification that will be issued?
Also, the reflected ceiling plans A6.10
“ A6.31 call for roller window shades at the curtain walls at grids 2/A-B and 10/J-K. Detail cut
11/A9.20 shows the gwb soffit at level 1 & 2 but does not show how the roller shades are to attach to the structure. On level 3 there is a
sloped soffit (A6.30) and the detail is 21/a3.28 but again no detail how to attach the roller shades and can they be fabricated to attach to
a sloped head? The roller shades at these locations will be 15’ tall at levels 1 and 2, and it appears from elevation 2/A3.28 that the third
level shades vary from 20’ to 27’-6” high. The CW mullions are 4’ oc, is that how wide you want the shades, or do you want them wider?
[Robert Highman] Refer to 08 4400 basis of design is Kawneer Glass Vent windows.
[Robert Highman] Refer to 08 4400 basis of design is Kawneer Glass Vent windows.
Roller Shades:
There are two types of attachment.
8/22/2012
CA Tools / RFI
Page 2 of 2
a.) concealed in soffits
b.) exposed to view
We are using both per the plans.
Two types of mounting
a.) inside (between CW jambs) mount
b.) outside mount
We are using ONLY outside mount per plans. The specs need to be changed per Addendum 4 issue date to be determined. No
connections to the CW will be accepted.
Two types of banding (attachment next to each other).
a.) Coupled
b.) Banded
Based on the design we will need to use both. Banded where ever possible (per specs) and coupled where we have to @ the centerline
of mullions to minimize light transmittance.
All the details and information is on the website and in their technical info. In order to bid this properly you must review this. We have
detailed some of the conditions the rest is basis of design.
It is not possible to do the angled portion of the CW. The highest condtion must be determined during shops.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5009.pdf
8/22/2012
CA Tools / RFI
Page 1 of 2
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
RFI Number
5015.0
8/16/12
8/16/12
8/30/12
TCC-Harned Center for Health Careers
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Please respond to following Questions:
1) Please clarify finish requirements for the exposed exterior steel E.G.:
a.Rails
“ 1/A8.13 (FP-2)
b.Bollards
c.Canopies
“ 8/A8.11 (FP-2)
“ M/S5.14 (FP-2)
Reference Spec:
050513, 2.2, 3.4B
099100, 3.7A,B
099713, 2.3
“ Fluoropolymer Coatings
“ Exterior Paint Schedule
“ Exterior Steel Coatings
Which Specification Governs what?
2)Verify Structural Steel is NOT primed, but only surfaced prepped per SP-2 (per spec section 051200, 2.8, B), UNLESS noted primed
on structural drawings.
3) The Buckling Restrained Braces, spec section 051240, 1.4 Quality Assurance, part A, calls to have the Qualification Tests listed in
section 2.1D of same spec section “prior to opening of bids”. How is this being tracked prior to bid opening? How should we submit this
information with our bid proposal?
4)The Buckling Restrained Braces, spec section 051240, 1.4, B. Please confirm “California licensed Civil Engineer” for Design Engineer
Qualifications.
[Robert Highman]
8/24/2012
CA Tools / RFI
Page 2 of 2
1.) These are all different painting processes. All the FP- designations are on the plans and shop applied as 05 0513 explains.
Section 09 9100 explains how to paint ferrous metal and galvanized metal. Other sections indicate which elements get what. For
example 05 5000 explains what the bollards are made of and refers to 09 9100 for the painting finish.
2.) Confirmed
3.) This is intended to be the manufacturer's documentation of their qualification tests. These tests must have been completed prior to
the bid opening, but the tests are not specific to this project so all bracing manufacturers will have the documentation that they can
provide the bidders.
4.) Replace with "Washington licensed Structural Engineer."
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5015.pdf
8/24/2012
CA Tools / RFI
Page 1 of 1
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
RFI Number
5019.0
8/21/12
8/21/12
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
9/4/12
power cost question - DM12055 - Harned Center for Health Careers at Tacoma Community College; Tacoma, WA
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Per section 015000.1.2.E
“ Temporary Facilities & Controls, please confirm the Owner will be responsible for power cost once
permanent power is installed, metered and operational.
[Robert Highman]
The spec 01 5000 1.2, D. (not E. as above) is clear that the power paid for by the contractor is for construction operations.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5019.pdf
8/22/2012
CA Tools / RFI
Page 1 of 1
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
RFI Number
5020.0
8/22/12
8/22/12
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
9/5/12
metal stud framing question - DM12055 - Harned Center for Health Careers at Tacoma Community College;
Tacoma, WA
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Detail 25/A9.00 shows a vertical 16 gauge double stud extending full height every 8 feet. In lieu of the full height 16 gauge double stud
every 8 feet, can we frame a 45 degree brace similar to 21/A9.00 to support the partitions? Please advise.
Marc A. Everson | Lead Estimator
[Robert Highman]
Comply with the plans and specs.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5020.pdf
8/22/2012
CA Tools / RFI
Page 1 of 1
DATE ISSUED
RFI Number
5021.0
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
8/22/12
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
8/22/12
9/5/12
liquidated damages question - DM12055 - Harned Center for Health Careers at Tacoma Community College;
Tacoma, WA
LOCATION
COST IMPACT
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
No
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
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AND SKETCHES
Liquidated Damages are stated in the contract documents at $500/day. Section 3.07 Damages for failure to achieve timely completion,
paragraph A. Liquidated Damages sates “Owner will incur serious and substantial damages if Substantial Completion of the Work does
not occur within the Contract Time. However, it would be difficult if not impossible to determine the exact amount of such damages.
Consequently, provisions for liquidated damages are included in the Contract Documents.” Paragraph B. Actual Damages describes the
calculation of actual damages. Paragraph A Liquidated Damages is contradictory to paragraph B Actual Damages.
Please confirm that the Owner will agree to having Liquidated Damages be their sole and exclusive remedy for delay.
[Robert Highman]
This is a function of the contract signed between the contractor, owner and state. Please confirm at that time. The State of Washington
is the entity to confer with.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5021.pdf
8/22/2012
CA Tools / RFI
Page 1 of 1
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
8/22/12
8/22/12
9/5/12
counter top material clarification question - DM12055 - Harned Center for Health Careers at Tacoma Community
College; Tacoma, WA
LOCATION
DISCIPLINE
5022.0
PHONE / FAX
SUBJECT
RFI Number
COST IMPACT
No
No
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
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AND SKETCHES
Reference casework elevations 15, 18, 21, 24/A5.01 and 2, 3, 4, 14, 19, 21/A5.03. Each of these elevations references multiple
casework section details on A9.30 with conflicting countertop material, either plastic laminate or solid surface. Please clarify the correct
countertop material for each of these casework elevations.
[Robert Highman]
Solid Surface Material with Apple Ply substrate typical. Bathrooms, labs and classrooms.
Details 12, 14 and 17 on A9.30 will be modified to SSM countertops and exposed apple ply substrate and edge.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5022.pdf
8/23/2012
CA Tools / RFI
Page 1 of 1
DATE ISSUED
RFI Number
5023.0
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
8/22/12
8/22/12
9/5/12
toilet accessory grab bars question - DM12055 - Harned Center for Health Careers at Tacoma Community
College; Tacoma, WA
LOCATION
COST IMPACT
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
No
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Specification sections 102813 - Toilet Accessories and 102113 - Toilet Compartments do not require the furnishing of any grab bars.
However specification section 102813 includes the installation of grab bars. Please clarify if the grab bars shown on sheet A4.00 are
OFCI or OFOI.
[Robert Highman]
Section 10 2113 TOILET COMPARTMENTS D., 2 requires the installation of Grab Bar reinforcement.
Section 10 2813 TOILET ACCESSORIES 3., B requires the intallation of Grab Bars. A4.00 and A5.00 indicates quantity, location and
sizes.
Please note that per the plans Grab Bars are required in more locations than just the ADA stalls.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5023.pdf
8/22/2012
CA Tools / RFI
Page 1 of 1
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
RFI Number
5024.0
8/22/12
Seattle, WA 98109
8/22/12
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
9/5/12
TCC-Harned Center for Health Careers - Question
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
On sheet A2.04, Mechanical Penthouse 403 on grid line 9.22 shows what appears as a Concrete pad with note to see A11.40. On
A11.40 there is not a cut of this and no clarification that it is in fact a concrete pad. Please clarify and provide cut detail at this location.
Thank you,
[Robert Highman] Refer to 1/S2.04 and E/S4.00
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5024.pdf
8/22/2012
CA Tools / RFI
Page 1 of 2
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
RFI Number
5025.0
8/22/12
8/22/12
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
9/5/12
Harned Center - Request for Clarification of Bid documents
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Robert, please provide bid document clarification for the following items:
ITEM 1: Detail 23/A12.51 calls out a SST lath welded to SST pan typical. It is not clear as to the extent of the SST pan. (assumed to be
a stainless steel pan). Detail 18/A12.51 doesn’t appear to have the SST pan, only a waterproofing membrane. Where does the SST pan
start and stop. Also, there appears to be no indication as to what specification provides details on the SST product. Please advise.
ITEM 2: Details for restrooms do not show 18" vertical grab bars in ADA stalls, however we believe that these are required by code.
Please advise.
Thanks,
Eli
[Robert Highman]
Remove SST (yes Stainless Steel per our abbreviation sheet) lath and pan from bid. will be documented in Addendum 4 issue date to
be determined.
No vertical grab bars per plans.
8/22/2012
CA Tools / RFI
Page 2 of 2
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi5025.pdf
8/22/2012
CA Tools / RFI
Page 1 of 2
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
RFI Number
5026.0
Seattle, WA 98109
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
8/22/12
8/22/12
9/5/12
TCC Harned Center for Health Careers
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
1.The schedule of finishes section 09 0600 shows SHR-1 as “Not Used”, but it’s shown on the interiors reference plan. Can you clarify
the color.
2VCT-1 is shown on the interiors reference plans, but I didn’t see a spec on it. Can you clarify the specification requirement.
3.The landscape plans shows precast concrete pavers (Paving Type 3) at the roof garden, but I didn’t see a spec on it. Can you clarify
the specification requirement.
4Is WPWC-1 as shown on the lower level interiors reference plan the same as PWC-1?
5.I noticed for rooms to be painted, it shows either PNT-2 or PNT-3 only on portions of the room. Are all other wall locations to be PNT-1
unless noted otherwise? For example, Radiology room 14 shows PNT-3 on the west wall. Are the N, S, & E walls PNT-1?
[Robert Highman] 1.) Refer to Addendums previously issued.
2.) Refer to Addendums previously issued.
3.) Refer to Specification Section 07 1413.
4.) No....refer to the plans, specs and previously issued Addendums.
5.) PNT-1 U.N.O.
ISSUED BY
Robert Highman
8/23/2012
CA Tools / RFI
Page 2 of 2
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5026.pdf
8/23/2012
CA Tools / RFI
Page 1 of 2
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
RFI Number
5027.0
8/22/12
8/22/12
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
9/5/12
Division 129300.2.5 - Site Furnishings, Roof Garden Storage Bench, question - DM12055 - Harned Center for
Health Careers at Tacoma Community College; Tacoma, WA
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Referring to the custom storage bench on sheet L8.00 detail 4. Please confirm whether or not it is OK to have a metal frame with the
wood bolted or screwed on? Also please confirm whether or not the top seat is to be hinged? There is a concern with the weight of the
IPE, does the top need to be water tight?
[Robert Highman] Galvanized metal frame is acceptable, bolts and screws must be countersunk.
The top seat must be hinged.
The top does NOT need to be water tight, spacing between slats to be 1/8" max.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
8/23/2012
CA Tools / RFI
Page 2 of 2
Rfi_5027.pdf
8/23/2012
CA Tools / RFI
Page 1 of 2
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
RFI Number
5028.0
8/22/12
8/22/12
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
9/5/12
Tacoma Community College- Pacific Window- McGrory Glass
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
> We received the following form Pacific Window but need to clarify a few things first.
>
> 1. When is project commencing ? The factories have shut downs in Sept so we need to get the glass ordered as soon as possible.
>
> 2. GL-5 / NBBJS-015 = approx. 1,100 sf Can you verify which way the
> lines (texture runs).
> Spec mentions match architect's color .....Do you want this back painted?
>
> 3. GL-6 / NBBJS-016 (LI Pixel) = approx. 706 sf Spec. notes : "Etched, back painted glass with custom color". Where and how is glass
being used ? If being used exterior then our typical back coated process may not be conducive to to the heat build-up in an IGU. We
need clarification & may need to introduce other paint options.
>
> 4. We are specified on GL-5 & GL-6
> Sizes requested on both items are too large. We need to discuss reducing or splitting. Splitting would be simplest way to go if you
agree. Also, how are these being used - Specification lists neither as tempered .....they're very large to not be tempered.
>
>
> Thank you!!!
>
> Lisa
8/23/2012
CA Tools / RFI
Page 2 of 2
[Robert Highman]
1.) Not known at this time. I cannot speculate. Refer to the Division 00 Bidder's Form for the General Contractor's timing and access to
the site.
2.) Vertical
3.) Interior only.
4.) 12'-0" is the max dimension for this type of glass according to mfr. If this is not so new dimensions will have to be determined. Please
confirm max length.
5.) Tempered confirmed
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5028.pdf
8/23/2012
CA Tools / RFI
Page 1 of 1
DATE ISSUED
TO
Patti Greathouse
COMPANY
NBBJ
Seattle, WA 98109
RFI Number
5029.0
PHONE / FAX
206-223-5036 / 206-621-2304
PROJECT NUMBER
100540.00
PROJECT NAME
SUBJECT
8/22/12
8/22/12
9/5/12
casework finish material question - DM12055 - Harned Center for Health Careers at Tacoma Community College;
Tacoma, WA
LOCATION
COST IMPACT
No
No
DISCIPLINE
Architectural
SCHEDULE IMPACT
PRIORITY
Normal
RESPONSIB. CODE
SPEC. REFERENCE
0
REASON
CDs REFERENCED
RELATED RFIs
SKETCHES
RELATED CPs
REVISED CDs
AND SKETCHES
Elevation 4/A5.08 shows typical Classroom casework. There is no section through the casework and no finishes are called out. Are the
casework and top plastic laminate or another material?
[Robert Highman] Typical casework construction per A9.30 with an exception to be modified on the plans.
SSM top, appleply substrate and appleply exposed edge. No PLAM tops.
ISSUED BY
Robert Highman
PHONE / FAX
206-223-5143
EMAIL
[email protected]
COPY TO
Rfi_5029.pdf
8/23/2012
HPNw
Health Physics Northwest
September 7, 2011
Christian Grange
NBBJ Architects
Seattle, WA 98109
Dear Christian:
Enclosed are the radiation shielding recommendations for Tacoma Community College.
The enclosed questionnaire should be completed and sent with a copy of these radiation
shielding recommendations to the address indicated on the Washington plan review
documentation.
The amounts of lead recommended are the minimum acceptable thicknesses based on the
specific conditions for these rooms. It is a requirement that the view windows be at least
one foot by one foot in area. Please note that these recommendations may be invalid if any
changes occur in machine type, use or placement; or in X-ray room or adjacent area layout.
A copy of these recommendations should remain at the X-ray site for regulatory review. If
you have any questions, please contact me.
Sincerely,
Ross L. Mercer, MS
Radiation Physicist
encl
11 5 3 5 S. W. 6 7 t h , T i g a r d , O r e g o n 9 7 2 2 3
(503) 620 6617 ( 8 0 0 ) 7 6 2 8 4 4 4
Fax (503) 684 5548
w w w. h p n w. c o m
Instructions for Submitting Shielding Plan Review Fees
•
Please send shielding plans to our Olympia office at P O Box 47827, Olympia,
WA 98504-7827. Send FedEx or UPS deliveries to 111 Israel Road SE,
Olympia, WA 98501. You may also send plans via email to [email protected] or
by fax to (360) 236-2266.
•
Send this form with payment, in the form of check or money order, to our
Revenue Accounting office at the address listed below. Please include your
facility’s X-ray Registration Number on your check.
•
Indicate that fees are for “Shielding Plan Review” by checking the appropriate
box on the form below.
•
Please remember that the review process cannot begin until we receive payment
of plan review fees. The plan review fee is $344 for each room, and $1000 for
each room for an expedited review (completed within 2 working days once we
receive all required information). NOTE: There is an additional $656 late fee for
installation of X-ray equipment prior to plan review. WAC 246-254-053
•
You may contact our office at 1-800-299-9729 if you have questions.
Revenue Section
X-RAY COMPLIANCE
Facility Account Name:
Registration Number:
Amount Enclosed $
Shielding Plan Review Fees
Expedited Plan Review Fees
Late Plan Review Fees
Return this Slip with Check or Money Order – Credit Cards NOT accepted.
1F 0520232010 00010
Send payment to:
Department of Health
Revenue Accounting
PO BOX 1099
Olympia, WA 98507-1099
Rev 08/01/2008
X-Ray Registration Number (if new facility, just built, or under construction there will not be a registration number)
Construction Review Number (Hospital new construction only)
CRS #
SHIELDING PLAN REVIEW COVER SHEET
Request for Washington State Plan Review Approval
*Form must be completed and submitted to the state for review PRIOR to completion of construction.*
Date:
Facility Site Name:
Facility Practitioner’s Name:
Facility Site Address:
UBI Number:
Facility Site Phone:
Fax Phone:
Registration Number (if known):
Current Mailing Address: (for correspondence and approval letter regarding this facility)
Contact Name:
Contact Address:
Contact Phone:
If this is a digital install:
Fax Phone:
CR
or DR
New Construction (Facility that has never been registered)
Yes
No
Is this an additional facility site? (2 or satellite site)
Yes
No
Remodel of Current Building
Yes
No
nd
Moving already Registered Facility (to another location)
Yes
No
Moving Existing X-Ray (within the office at same location)
Yes
No
Purchasing of X-Ray Equipment
Yes
No
Has this X-Ray Equipment Already Been Installed?
Yes
No
Is new equipment replacing existing equipment?
Yes
No
From Whom?
Date purchased:
CT SCAN RADIATION SHIELDING RECOMMENDATIONS
Facility: Tacoma Community College
6501 South 19th Street
Tacoma, WA 98466
Date: 8/25/11
Room: CT Scan
Job No.: 4369
CT Machine: Toshiba Aquilion
Technical Data
Procedures/week
mAs/scan
CTDI (mGy/mAs)
Head
10
350
0.215
Barrier
Work Area
Storage
Mech. Room
Exterior
R/F 13
Ceiling
Floor
Maximum kVp: 120
Body
20
250
0.148
Type
Dist.
(m)
Occ.
C
NC
NC
NC
C
NC
--
5.4
3.7
2.7
3.1
4.8
4.0
--
1
0.2
0.2
0.025
1
1
0
Calculated
0.25
0.40
0.59
0.06 (0.4” conc)
0.30
0.83 (3.3” conc)
--
Type: C = controlled area (P = 0.1 mGy/week); NC = noncontrolled area (P = 0.02 mGy/week)
Occ.: Occupancy of area
CTDI: CTDI values from ImPACT Dose Survey CTDI Results, ©2000 ImPACT Group
Scatter Fractions from NCRP Report No. 147
Notes:
All shielding should extend from the floor to a height of seven feet.
HPNw
Lead Shielding
(mm)
Existing
---10” conc
-3” conc
--
Recommended
0.79
0.79
0.79
-0.79
---
CT SCAN SHIELDING CALCULATIONS WORK SHEET (NCRP 147)
FACILITY Tacoma Community College
ROOM CT
DATE 8/25/2011
MACHINE Toshiba Aquilion
HEAD
BODY
Scatter Fraction (cm -1) 9.E-05
20
Scan Length (cm)
1
Pitch
20
Modified Scan Length (cm)
mAs per scan 350
Procedures per week 10
CTDI (mGy/mAs) 0.215
3.E-04
50
1
50
250
20
0.148
(peripheral)
Ksec (head) =
9.E-05
-1
cm x
20
cm x
350
mAs/scan x
0.215
mGy/mAs =
0.135
mGy/patient
Ksec (body) =
3.E-04
-1
cm x
50
cm x
250
mAs/scan x
0.148
mGy/mAs =
0.555
mGy/patient
P/T
Distance
(m)
5.4
3.7
2.7
3.1
4.8
4.0
Ksec
(mGy/wk)
0.43
0.91
1.71
1.30
0.54
0.78
B
Area
Work Area
Storage
Mech. Room
Exterior
R/F 13
Ceiling
Type
C
NC
NC
NC
C
NC
P
T
(mGy/wk)
0.1
1
0.02
0.2
0.02
0.2
0.02
0.025
0.1
1
0.02
1
0.1
0.1
0.1
0.8
0.1
0.02
2.34E-01
1.10E-01
5.85E-02
6.17E-01
1.85E-01
2.57E-02
Calculated
mmPb
In. Conc.
0.25
0.40
0.59
0.06
0.4
0.30
0.83
3.3
HPNw
Shielding
Existing
mmPb
In. Conc.
10.0
3.0
Recommended
mmPb
In. Conc.
0.79
0.79
0.79
-0.79
--
EXTERIOR (PARTIALLY BELOW GRADE)
R/F 13
MECHANICAL
ROOM
0.79 mm
0.79 mm
WORK AREA
0.79 mm
STORAGE
HEALTH
PHYSICS
NORTHWEST
TACOMA COMMUNITY COLLEGE
6501 SOUTH 19TH STREET
TACOMA, WA 98466
ROOM: CT SCAN
DATE: 8/25/11
SCALE: 1/4" = 1' 0"
RADIATION SHIELDING RECOMMENDATIONS
Tacoma, WA 98466
Date: 8/25/11
Room: RF 13
Job No.: 4369
X-ray Machine: Digital Rad/fluoro
Patient Workload:
Barrier
CT Scan
CT Scan
Work Area
Control
X-ray 14
Exterior
Ceiling
Floor
Table:
Wall:
Other:
Maximum kVp: 150
Patients/week (mA-min/week)
P/S
Type
Dist.
(m)
Occ.
P
S
S
S
S
S
S
--
C
C
C
C
C
NC
NC
--
2.7
2.1
2.7
2.4
4.0
2.1
4.0
--
1
1
1
1
1
0.025
1
0
Calculated
0.39
0.48
0.27
0.32
0.17
0.12 (0.5” conc)
0.47 (1.5” conc)
--
Lead Shielding
(mm)
Existing
-----10” conc
3” conc
--
Recommended
See CT Scan
See CT Scan
0.79
0.79
0.79
----
P/S: Primary or secondary X-ray beam
Type: C = controlled area (P = 0.1 mGy/wk); NC = noncontrolled area (P = 0.02 mGy/wk)
Occupancies from NCRP Report No. 147
Notes:
1. All shielding should extend from the floor to a height of seven feet.
2. The operator has more than 7.5 square feet of protected space.
HPNw
TCCRF13 R.doc
X-RAY ROOM SHIELDING WORKSHEET
Facility Tacoma Community College
Date 8/25/11
Room R/F 13
N:
Wtable =
Wchest =
Wother =
W total =
Rad
Rad/Fluoro
X
48
5
5
58
proc/week
proc/week
proc/week
proc/week
T
Dist.
P
NT/Pd2
Pb
Conc.
(mGy/wk)
0.1
0.1
0.1
0.1
0.02
0.02
(mGy-1 m-2)
132
80
101
36
16
181
(mm)
0.48
0.27
0.32
0.17
0.12
0.47
(in)
1
1
1
1
0.025
1
(m)
2.1
2.7
2.4
4.0
2.1
4.0
Dist.
(m)
2.7
P
(mGy/wk)
0.1
NT/Pd2
(mGy-1 m-2)
80
Pb
(mm)
0.39
SECONDARY
Wall
CT Scan
Work Area
Control
X-ray 14
Exterior
Ceiling
Status
C
C
C
C
NC
NC
Existing
Rec'd
0.5
1.5
10.0
3.0
(mm)
0.79
0.79
0.79
0.79
---
Conc.
(in)
Existing
PRIMARY
Wall
Status
T
CT Scan
C
1
preshielding
X
used
not used
Shielding amounts from NCRP Report No. 147 figures 4.5a through 4.5c and 4.6a through 4.6c for radiographic rooms
Shielding amounts from NCRP Report No. 147 figures 4.7a through 4.7c and 4.8a through 4.8c for rad/fluoro rooms
HPNw
Rec'd
(mm)
0.79
EXTERIOR
0.79 mm
TABLE
X-RAY 14
CT SCAN
0.79 mm
CONTROL
WORK AREA
HEALTH
PHYSICS
NORTHWEST
TACOMA, WA 98466
ROOM: X-RAY 13
DATE: 8/25/11
SCALE: 1/4" = 1' 0"
Tacoma, WA 98466
Date: 8/25/11
Room: X-ray 14
Job No.: 4369
X-ray Machine: Digital Radiographic
Patient Workload:
Barrier
X-ray 15
X-ray 15
Exterior
X-ray 13
Control
Work Area
Ceiling
Floor
Table:
Wall:
Other:
20
6
Maximum kVp: 150
Patients/week (40 mA-min/week)
Patients/week
P/S
Type
Dist.
(m)
Occ.
P
S
S
S
S
S
S
--
C
C
NC
C
C
C
NC
--
2.7
2.1
2.1
4.0
2.4
2.7
4.0
--
1
1
0.025
1
1
1
1
0
Calculated
0.70
0.16
-0.10
0.10
0.10
0.10
--
Lead Shielding
(mm)
Existing
10” conc
3” conc
--
Recommended
0.79
0.79
-*
0.79
0.79
---
Notes:
3. * See X-ray room 13 shielding for recommended lead on this wall.
HPNw
TCCRF14 R.doc
X-RAY ROOM SHIELDING WORKSHEET
Date 8/25/11
Room X-ray 14
N:
Wtable =
Wchest =
Wother =
W total =
20
6
Rad
Rad/Fluoro
X
26
proc/week
proc/week
proc/week
proc/week
T
Dist.
P
NT/Pd2
Pb
Conc.
(mGy/wk)
0.1
0.02
0.1
0.1
0.1
0.02
(mGy-1 m-2)
59
7
16
45
36
81
(mm)
0.16
-0.10
0.10
0.10
0.10
(in)
1
0.025
1
1
1
1
(m)
2.1
2.1
4.0
2.4
2.7
4.0
Dist.
(m)
2.7
P
(mGy/wk)
0.1
NT/Pd2
(mGy-1 m-2)
36
Pb
(mm)
0.70
X
not used
SECONDARY
Wall
X-ray 15
Exterior
X-ray 13
Control
Work Area
Ceiling
Status
C
NC
C
C
C
NC
Existing
--
10.0
0.4
3.0
Conc.
(in)
Existing
Rec'd
(mm)
0.79
-*
0.79
0.79
--
PRIMARY
Wall
X-ray 15
preshielding
Status
T
C
1
used
Shielding amounts from NCRP Report No. 147 figures 4.5a through 4.5c and 4.6a through 4.6c for radiographic rooms
Shielding amounts from NCRP Report No. 147 figures 4.7a through 4.7c and 4.8a through 4.8c for rad/fluoro rooms
* See X-ray 13 for shielding on this barrier
HPNw
Rec'd
(mm)
0.79
EXTERIOR
TABLE
X-RAY 13
X-RAY 15
0.79 mm
0.79 mm
CONTROL
WORK AREA
HEALTH
PHYSICS
NORTHWEST
TACOMA, WA 98466
ROOM: X-RAY 14
DATE: 8/25/11
SCALE: 1/4" = 1' 0"
Tacoma, WA 98466
Date: 8/25/11
Room: X-ray 15
Job No.: 4369
X-ray Machine: C-arm fluoro
Patient Workload:
Barrier
X-ray 16
Exterior A
Exterior B
X-ray 14
Control
Ceiling
Floor
Table:
Wall:
Other:
Maximum kVp: 120
10
Patients/week
Patients/week
P/S
Type
Dist.
(m)
Occ.
S
S
S
S
S
S
--
C
NC
NC
C
C
NC
--
2.4
3.1
3.7
4.0
2.4
4.0
--
1
0.025
0.025
1
1
1
0
Calculated
--------
Lead Shielding
(mm)
Existing
--------
Recommended
----0.79
---
Notes:
HPNw
TCC RF15 R.doc
C-ARM SHIELDING WORKSHEET
Date 9/7/11
Room 15
Machine: Philips
Model:
Secondary Radiation Rate:
100
mR/hour @
1
Patient Workload:
10
proc/week x
60
sec/proc =
0.17
hours/week
Status
Occupancy
1
0.025
0.025
1
1
1
Allowed Dose
(mR/week)
10
2
2
10
10
2
Modified Dose
(mR/week)
10
80
80
10
10
2
Expected Dose
mR/week)
2.9
1.7
1.2
1.0
2.9
1.0
# HVL
C
NC
NC
C
C
NC
Distance
(m)
2.4
3.1
3.7
4.0
2.4
4.0
Area
X-ray 16
Exterior A
Exterior B
X-ray 14
Control
Ceiling
m
Status: NC = noncontrolled; C = controlled
HVL =
0.25
mm lead (~ 95 kVp)
HPNw
--------
Lead
mm
----0.79
---
EXTERIOR B
X-RAY 14
EXTERIOR A
0.79 mm
CONTROL
X-RAY 16
HEALTH
PHYSICS
NORTHWEST
TACOMA, WA 98466
ROOM: X-RAY 15
DATE: 8/25/11
SCALE: 1/4" = 1' 0"
Tacoma, WA 98466
Date: 8/25/11
Room: X-ray 16
Job No.: 4369
X-ray Machine: Digital Rad/fluoro (Interventional)
Patient Workload:
Barrier
Exterior
X-ray 15
Control
Work Area
Hall
Ceiling
Floor
Table:
Wall:
Other:
18
Maximum kVp: 150
Patients/week
Patients/week
P/S
Type
Dist.
(m)
Occ.
S
S
S
S
S
S
--
NC
C
C
C
NC
NC
--
3.1
2.7
2.4
4.0
2.7
4.0
--
0.025
1
1
1
0.2
1
0
Calculated
0.04 (0.2” conc)
0.45
0.50
0.26
0.45
0.67 (2.0” conc)
--
Lead Shielding
(mm)
Existing
10” conc
3” conc
--
Recommended
0.79
0.79
0.79
0.79
---
Notes:
HPNw
TCC RF16 R.doc
CATH LAB SHIELDING CALCULATIONS WORK SHEET (NCRP 147)
FACILITY Tcoma Community College
ROOM X-ray 16
Wdig =
Wfl =
18
18
proc/week X
proc/week X
14
8
runs/proc X
min/proc X
W total =
611
mA-min/wk
Wnorm =
33.9
mA-min/pat
Use Wnorm =
33.9
mA-min/pat (facility data)
0.81
mGy/patient
1
K
Wall
Exterior
X-ray 15
Control
Work Area
Hall
Ceiling
sec
=
T
Status/T
0.025
1
1
1
0.2
1
NC/.025
C/1
C/1
C/1
NC/.2
NC/1
Dist.
(m)
3.1
2.7
2.4
4.0
2.7
4.0
P/T
(mGy/wk)
0.8
0.1
0.1
0.1
0.1
0.02
DATE 8/25/11
MACHINE Philips Allura
16
2
sec/run X
mA =
0
Bsec
K
sec
1.51
1.99
2.52
0.91
1.99
0.91
5.30E-01
5.03E-02
3.97E-02
1.10E-01
5.03E-02
2.21E-02
3
288
fr/sec X
mA-min/wk
0.008
sec/pulse X
0.02
min/sec X
Shielding
Calculated
Existing
Recommended
mmPb In. Conc. mmPb In. Conc. mmPb In. Conc.
0.04
0.2
10.0
0.45
0.79
0.50
0.79
0.26
0.79
0.45
0.79
0.67
2.0
3.0
--
HPNw
200 mA =
323
mA-min/wk
X-RAY 15
CONTROL
0.79 mm
EXTERIOR
WORK AREA
0.79 mm
HALLWAY
HEALTH
PHYSICS
NORTHWEST
TACOMA, WA 98466
ROOM: X-RAY 16
DATE: 8/25/11
SCALE: 1/4" = 1' 0"
39'- 4 1/2"
6
6.7
7
7.3
39'- 1 1/2"
8
9
9.3
10
11
223 YALE AVENUE NORTH
SEATTLE WASHINGTON 98109
PHONE 206 223 5555
FAX 206 223 5000
38'- 10 1/2"
OVERHANG ABOVE
8' - 0"
17
A8.51
5
6
7
6
8' - 0"
24' - 0"
7
5
7
RD &
OFD
32' - 0"
6
11' - 0"
SLOPE
7
6
21' - 0"
2
7
7
G
6V
3
5V
A3.11
7
TACOMA
COMMUNITY
COLLEGE
5.3
31' - 0"
6V
OPEN TO 3RD
FLOOR BELOW
8'
-0
"
5
2
A3.11
MECHANICAL
ATTIC
405
8'
-0
"
4.7
45'-9"
G.9
16
A3.31
H
2
405
0"
24
'-
7
"/
3/8
46'-4"
2
A3.41
0"
1'-
MECHANICAL
EQUIPMENT
CURBS
45'-9"
6V
4
ROOF WALKWAY
PADS TYP
LEVEL
46'-4"
6V
RD & OFD
45'-7" T.O.SURF
45'-3" T.O.D.
1'-0"
1/4" /
21
WA STATE
PROJECT # 07-142
A3.10
46'-9"
6V
A3.10
3
A3.31
46'-4"
---
3
A3.41
E
46'-6"
4
19' - 0"
RD & OFD
45'-7" T.O.SURF
45'-3" T.O.D.
A8.41
403C
4"
1/
J
"
'-0
/1
46'-2"
46'-6"
1
HARNED
CENTER FOR
HEALTH
CAREERS
SKYLIGHT
6501 SOUTH 19TH ST.
TACOMA, WA 98466
45'-9"
32
'-
VERTICAL
SUNSHADE TYP.
OPEN TO 3RD
FLOOR BELOW
46'-11"
"
0"
7
1'-0
3/8" /
RD & OFD
45'-7" T.O.S.
45'-3" T.O.D.
31' - 0"
5V
SKYLIGHT
10
A8.52
6V
7
3
MECHANICAL
EQUIPMENT
CURBS
6V
46'-11"
9.22
ROOF WALKWAY
PADS TYP
46'-4"
INT & EXT GALV METAL
WALK, RAILINGS, TREADS
AND RISERS PER STAIR
MFR. COORD WITH ALL
TRADES
F
K
46'-7"
5V
MECHANICAL
PENTHOUSE
403
46'-4"
46'-4"
6V
32
'-
0"
OVERHANG ABOVE
403B
7
LE
VE
L
6V
ISSUE FOR
BID
1/4
"/
2
SEE MECH DWGS
TYP
1'0"
OPEN TO 3RD
FLOOR BELOW
6V
SEE A11.40
7
RD & OFD
45'-7" T.O.SURF
45'-3" T.O.D.
403A
ELEV
#1
INT & EXT GALV METAL
WALK, RAILINGS, TREADS
AND RISERS PER STAIR
MFR. COORD WITH ALL
TRADES
VEST
406
6.3
OVERHANG ABOVE
OP
FL EN
OO TO
R B 3R
EL D
OW
DN
RAILING AT
SLAB EDGE
38'- 10 1/2"
STAIR
#1
3.ALL HEIGHTS ARE DIMENSIONED FROM TOP OF FINISH FLOOR UNO.
39'- 1 1/2"
2
4.5
4.1
1
A7.01
4
A3.41
1. DO NOT SCALE DRAWINGS; REFER TO WRITTEN DIMENSIONS. ALL
PARTITION LOCATIONS SHALL BE AS SHOWN ON PLANS. NOTIFY
ARCHITECT IN ANY CONFLICTS ARE FOUND.
2. PARTITIONS ARE DIMENSIONED TO FACE OF FINISH TO FACE OF FINISH
UNLESS NOTED OTHERWISE. ALL DIMENSIONS MARKED "CLEAR" SHALL BE
MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL FINISHES.
RD &
OFD
SL
OP
E
ELEV LOBBY ST1.4
404
45'-9"
PLAN NOTES:
A3.33
EL1.4
1
A3.11
1
406
8.1
1
4. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE
AND TRUE, AND IN PROPER ALIGNMENT.
5. TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR,
INCLUDING, BUT NOT LIMITED TO CARPET, TILE, AND THE LIKE AS
APPLICABLE, BY 3/8" ,MAXIMUM, UNLESS NOTED OTHERWISE.
6. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF
JAMB, UNO.
2.7
SITE: NEW
BUILDING: NEW
7. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE.
3.5
1
A3.10
8. ALL PARTITIONS ARE TYPE A UNO.
39'- 4 1/2"
9. FURNITURE IS INDICATED FOR INFORMATION ONLY, NIC UNO.
ISSUE
MARK
DATE
DESCRIPTION
5
31
'-
A3.10
0"
A
1
14
'-
Addendum 04
DRAWN BY:
0"
B
1
31
'-
0"
PROJ. ARCH.:
Author
OVERHANG ABOVE
C
24 Aug 2012
Designer
NBBJ PROJECT NO.:
100540.00
DATE:
02 JULY 2012
MECHANICAL LEVEL
SCALE: 1/8" = 1'-0"
DWG.
4
MECHANICAL
LEVEL - FLOOR
PLAN
A3.11
BLDG #
D
DWG.
A2.04
6
6.7
24' - 6 3/8"
7
8' - 0"
7.3
8
9
132' - 4 7/8"
8' - 0"
24' - 0"
32' - 0"
9.3
11' - 0"
10
21' - 0"
11
3' - 10 1/2"
2' - 3 1/2"
PHONE 206 223 5555
FAX 206 223 5000
G
63
/8"
3
24
'-
A3.11
5.3
GL
28' - 6"
TACOMA
COMMUNITY
COLLEGE
3' - 5"
SURFACE MOUNT GUTTER SLOPE TO
DOWNSPOUT, DAYLIGHT ABOVE
MEMBRANE ROOF AND SPLASH BLOCK
8'
-0
"
5
13' - 1"
BUILT-IN GUTTER, SLOPE TO
MEMBRANE ROOF AND SPLASH
BLOCK
2
1' - 6"
GL
GL
G.9
2' - 6"
GL
8'
-0
1' - 6"
"
10' - 11"
1' - 8"
4.7
DS, GUTTER LOW POINT
3' - 5"
GUTTER HIGH POINT
A3.11
H
6"
2
24
'-
2
E
A3.10
16
11
A3.31
A3.31
1
21
4
A3.10
WA STATE
PROJECT # 07-142
3
A3.31
A3.10
J
13
2'
-4
7/8
"
4
GUTTER HIGH POINT
2' - 3 1/2"
0"
16' - 8 1/2"
A8.41
HARNED
CENTER FOR
HEALTH
CAREERS
6501 SOUTH 19TH ST.
TACOMA, WA 98466
32
'-
0"
31' - 0"
GUTTER HIGH POINT
SURFACE MOUNT GUTTER SLOPE TO
MEMBRANE ROOF AND SPLASH BLOCK
HP
T
-6
"
3
F
1'
1'
-
GUTTER HIGH POINT
9.22
K
6"
EQUAL
EQUAL
GL
19
'-
10
"
6"
11' - 0"
0"
32
'-
GL
GUTTER HIGH POINT
GUTTER LOW POINT, RD &
OFD SEE MECH FOR
CONNECTIONS
'
16
01
/2"
-1
1
3'
CL
L
UA
EQ
A3.11
OFD SEE MECH FOR
CONNECTIONS
"
-7
7'
L
UA
Q
E
BUILT-IN GUTTER, SLOPE TO
MEMBRANE ROOF AND SPLASH
BLOCK
7'
5"
PLAN NOTES:
5"
6.3
GUTTER HIGH POINT
4.8
1. DO NOT SCALE DRAWINGS; REFER TO WRITTEN DIMENSIONS. ALL
PARTITION LOCATIONS SHALL BE AS SHOWN ON PLANS. NOTIFY
ARCHITECT IN ANY CONFLICTS ARE FOUND.
2. PARTITIONS ARE DIMENSIONED TO FACE OF FINISH TO FACE OF FINISH
UNLESS NOTED OTHERWISE. ALL DIMENSIONS MARKED "CLEAR" SHALL BE
MAINTAINED AND SHALL ALLOW FOR THICKNESSES OF ALL FINISHES.
3.ALL HEIGHTS ARE DIMENSIONED FROM TOP OF FINISH FLOOR UNO.
4
'17
EQ
UA
L
1
GUTTER HIGH POINT
4.5
"
4.1
2.7
A3.10
LP
T
O.H.
5. TRIM THE BOTTOMS OF DOORS TO CLEAR THE TOP OF FINISHED FLOOR,
INCLUDING, BUT NOT LIMITED TO CARPET, TILE, AND THE LIKE AS
APPLICABLE, BY 3/8" ,MAXIMUM, UNLESS NOTED OTHERWISE.
GUTTER HIGH POINT
OFD SEE MECH FOR
CONNECTIONS
SITE: NEW
BUILDING: NEW
7. "ALIGN" MEANS TO ACCURATELY LOCATE FINISHES IN THE SAME PLANE.
8. ALL PARTITIONS ARE TYPE A UNO.
21
'EQ
UA
L
A8.41
/2"
3.5
0"
2
4. ALL WORK SHALL BE ERECTED AND INSTALLED PLUMB, LEVEL, SQUARE
AND TRUE, AND IN PROPER ALIGNMENT.
6. DIMENSIONS LOCATING DOORS BY EDGE ARE TO THE INSIDE EDGE OF
JAMB, UNO.
5
31
'-
ISSUE FOR
BID
"
-5
8.1
'19
A
OFD SEE MECH FOR
CONNECTIONS
L
UA
EQ
2
31
3' - 10 1/2"
L
UA
EQ
2'
-
21' - 0"
9. FURNITURE IS INDICATED FOR INFORMATION ONLY, NIC UNO.
ISSUE
MARK
DATE
DESCRIPTION
0"
GUTTER HIGH POINT
1
14
'-
1
A3.10
PROJ. ARCH.:
Author
4
1
A3.11
C
Addendum 04
DRAWN BY:
0"
B
24 Aug 2012
31
'-
0"
Designer
NBBJ PROJECT NO.:
100540.00
DATE:
02 JULY 2012
UPPER ROOF
SCALE: 1/8" = 1'-0"
DWG.
ROOF PLAN
D
BLDG #
DWG.
A2.05
6
1
A3.11
10
21
A8.32
8' - 0"
PHONE 206 223 5555
FAX 206 223 5000
10"
CONC CURB
BELOW
SKYLIGHT
SEE SLAB PLAN
SEE STRUCT
EQ
GL-3, TYP
SKYLIGHT RAFTER AND
PURLINS, FP-2, TYP.
12
A8.32
PER PLAN
A3.29
6' - 0" CW DOOR OPN'G
3
CONTRACTOR TO COORDINATE
CL OF SKYLIGHT RAFTER
AND CW MULLION BELOW
TACOMA
COMMUNITY
COLLEGE
13
A8.52
CL OF GLASS UNIT
HARNED
CENTER FOR
HEALTH
CAREERS
13
A8.32
11
12
A8.32
A8.32
TYP.
11
19
A8.32
12
A8.32
A9.40
TYP.
EQ
FRAMELESS SLOT DIFFUSER
SEE MECH
LOW ROOF
43'-0"
OPH
6501 SOUTH 19TH ST.
TACOMA, WA 98466
8"
8"
ACOUSTICALLY LINED RA PLENUM SEE MECH
21
WA STATE
PROJECT # 07-142
HIGH ROOF
45'-0"
A8.32
8' - 0"
23
16' - 0" CLEAR
12' - 0" CLEAR
1
A9.40
A9.40
21
A9.40
3
SKYLIGHT PLAN - EAST
1
SCALE: 1/2" = 1'-0"
SKYLIGHT SECTION
SCALE: 1/2" = 1'-0"
1
13
A8.52
A3.31
SIM
6
10
A8.52
ISSUE FOR
BID
13
A8.52
E
2
21
OVERHANG ABOVE
OPH
A8.32
23
10"
8' - 0"
A8.32
1
SITE: NEW
BUILDING: NEW
A3.41
ISSUE
GL-3, TYP.
EQ.
12
SKYLIGHT RAFTER, FP-2, TYP.
18
18
A8.32
A8.32
MARK
A8.32
DATE
DESCRIPTION
SKYLIGHT RAFTERS AND PURLINS, FP-2, TYP.
A8.32
19' - 2"
11
SKYLIGHT PURLIN, FP-2, TYP.
4' - 7"
PER PLAN
1
1
CONC CURB BELOW
SEE SLAB PLAN
SEE STRUCT
1
Addendum 04
DRAWN BY:
SIM
2
24 Aug 2012
PROJ. ARCH.:
Author
A3.26
Designer
NBBJ PROJECT NO.:
100540.00
DATE:
02 JULY 2012
EQ.
23
A8.32
GL-3, TYP.
16
16
A8.32
A8.32
DWG.
9.22
21
A8.32
2
EQ.
A3.24
4' - 0"
4' - 0"
EQ.
EQ.
4' - 0"
EQ.
ENLARGED
SKYLIGHT
PLANS AND
SECTION
BLDG #
DWG.
4
SKYLIGHT PLAN - WEST
SCALE: 1/2" = 1'-0"
2
SKYLIGHT PLANS - ATRIUM
SCALE: 1/2" = 1'-0"
A3.41
2 1/2" METAL STUD FRAMING
W/ 2 1/2" RIGID INSUL
CONNECTION CLIP UNDER
SKYLIGHT WORK
1
5 1/4" - VIF
FILL CAVITY W/ INSUL
RAFTER FLASHING AND SNAP
CAP BEYOND, FP-2
PREFIN EXTRUDED ALUM
SKYLIGHT PURLIN SILL, FP-2
CONT SEALANT AND
BACKER ROD, TYP.
PREFIN SKYLIGHT SUPPORT,
FP-2
PREFIN ALUM COVER PLATE,
FP-2
GYP. BD.
21
SKYLIGHT AT METAL WALL PANEL DIM PT
INSULATE BETWEEN CLOSRE
TRIMS
SPRAYED FIRE STOP
SEALANT MATERIAL TO
COMPLETELY COVER
MINERAL WOOL.
ALUM CLOSURE TRIM
RAFTER BEYOND
VAPOR BARRIER
PREFIN METAL PANEL WALL
PANEL ON METAL STUDS W/
BLANKET INSUL, SIM TO
EXTERIOR METAL WALL
ASSEMBLY
BLOCKING, TYP.
INSULATED AND LAMINATED GLASS
UNIT, GL-3
CONT SEALANT AND BACKER
ROD
SCALE: 3" = 1'-0"
FLEXIBLE FLASHING / CAP SHEET
11
SKYLIGHT AT CURTAINWALL
SCALE: 3" = 1'-0"
WATERPROOF MEMBRANE
CORNER REINFORCING
ALIGN CENTERLINE OF SKYLIGHT RAFTER
W/ ADJ. CURTAINWALL VERTICAL MULLION
TYP.
RIGID INSUL
CONT VAPOR
RETARDER
NOTE:
FOR COMMON CALL-OUTS,
SEE
7
2
A8.32
CL
GYP. BD ON SOFFIT FRAMING PER RCP
CW AT CANOPY - WEST
UNIT, GL-3, TYP.
SCALE: 3" = 1'-0"
CURTAINWALL
ANCHOR
PREFIN EXTRUDED ALUM SKYLIGHT
RAFTER W/ SNAP CAP, FP-2, TYP
COMPOSITE DECK
SEE STRUCT
12
NOTE:
FOR COMMON
CALL-OUT, SEE
16
SKYLIGHT ON CONCRETE CURB
SCALE: 3" = 1'-0"
A8.52
E
INSULATED AND LAMINATED
GLASS UNIT
PREFIN SKYLIGNT RAFTER W/
GUTTER
STRUCT SILICON
PREFIN LOUVER
LOUVER SCHREEN OR BLANK
OFF PANEL WHERE OCCURS.
SEE MECH
PREFIN LOUVER FLASHING, SET
ON CONT BED OF SEALANT
MPWP BEYOND
FILL CAVITY W/ INSUL
GYP. BD.
PER RCP
ALIGN
UNIT, TYP.
PREFIN SKYLIGHT FLASHING, FP-2
BLANKET INSULATION IN STUD FRAMING
7
SKYLIGHT PURLING HEAD
WEATHER BARRIER
THERMAL INSULATION
SCALE: 3" = 1'-0"
CW MULLION, CW-1, FP-2
PREFIN ALUM CW MULLION, FP-2
2 1/2"
4"
VARIES - 4" MIN.
CANOPY END CONDITION
CONT. BACKER ROD AND SEALANT,
TYP. BTW CANOPY GLAZING
STRUCTURAL SILICON
ALIGN EDGE OF CANOPY
GLAZING W/ CW
MULLION ABOVE
FOAM TAPE
2 11/16"
CONT SEALANT AND BACKER ROD
SKYLIGHT RAFTER BEYOND
CIP CONC CURB
SEE SLAB PLAN
SEE STRUCT
EQ.
GYP BD ON METAL STUD
FRAMING W/ ACOUSTIC INSUL
ALIGN
RAFTER
BEYOND
CIP CONC CURB
SEE SLAB PLAN
SEE STRUCT
8"
NOTE:
SEE
16
12
LAMINATED GLASS W/ CUSTOM
FRIT PATTERN, GL-4
PREFIN ALUM EDGING CONT
EXTRUDED ALUM CANOPY
SUPPORT FRAMING W/ END CAPS,
FP-2
FOAM TAPE
ISSUE FOR
BID
STRUCTURAL SILICON
9" VIF
RUBBER ISOLATION PAD
A8.32
18
SKYLIGHT PURLIN
13
SCALE: 3" = 1'-0"
CL
SKYLIGHT AT LOUVER
SCALE: 3" = 1'-0"
EQ
CL
ALIGN CENTERLINE OF
SKYLIGHT RAFTER W/ ADJ.
CURTAINWALL VERTICAL
MULLION TYP.
SNAP CAP
STEEL STRUCTURE, PT TO
MATCH CW MULLION.
SEE STRUCT
CONT. SEALANT AND
BACKER ROD
ALIGN CANOPY STRUCTURE AND
FRAME CENTER LINE W/ CENTER
LINE OF CW MULLIONS, TYP.
CL
CW AT CANOPY INTERMEDIATE SUPPORT
SCALE: 3" = 1'-0"
NOTE:
SEE
DIM PT
DIM PT
8
3
CW AT CANOPY EDGE - EAST
SCALE: 3" = 1'-0"
GLASS UNIT, GL-3, TYP.
9 1/2"
SKYLIGHT RAFTER ON CONCRETE CURB
PREFIN CW MULLION
HEAD W/ CAP AND
DEFLECTION TRACK,
FP-2, TYP
SCALE: 3" = 1'-0"
GYP. BD. ON 7/8" GALV. HAT
CHANNEL, PT. GYP. BD.
SCALE: 3" = 1'-0"
CANOPY SUPPORT STRUCTURE,
CUT WIDE FLANGE OR BUILD UP W/
PLATES, TAPERED END, TYP., PT
TO MATCH CW MULLION.
SEE STRUCT
2
PREFIN METAL CLOSURE TRIM, FP-2
PREFIN EXTRUDED ALUM PURLIN, FP-2
23
6501 SOUTH 19TH ST.
TACOMA, WA 98466
SKYLIGHT ANCHOR
T.O. CONC CURB ELEV VARIES
A8.32
6" VIF
ALIGN
CW AT CANOPY - EAST
1/2"
SINGLE PLY ROOF MEMBRANE
1 1/2"
ALIGN EDGE OF GLASS W/
WINDOW OPENING BEYOND
WA STATE
PROJECT # 07-142
NOTE: SEE DETAILS
1/A8.31 AND 2/A8.32 FOR
COMMON CALL-OUTS.
LOUVER SUPPORT ANGLE BEYOND
PREFIN LOUVER FLANGE, FP-1,
ALIGN W/ MPWP BEYOND
CONT SEALANT AND BACKER ROD
47'-6"
PRE-FIN ALUM EDGING ALONG
PERIMETER OF GLASS, SET IN
CONT. BED OF SILICON
SEALANT, TYP. FP-2 TO MATCH
CW MULLION
HARNED
CENTER FOR
HEALTH
CAREERS
LAMINATED GLASS W/ CUSTOM
FRIT PATTERNS, GL-4
SCALE: 3" = 1'-0"
2 1/2" METAL STUDS W/ RIGID
INSUL
STRUCTURAL SILICONE
FOAM TAPE
PRE-FIN ALUM CANOPY
SUPPORT FRAMING W/ END
CAPS, FP-2, ON RUBBER
ISOLATION PAD
15
DIM PT
METAL FLASHING TO
MATCH CW RAFTER
DIM PT
3/4"
1/2"
4". VIF
SCALE: 3" = 1'-0"
STEEL STRUCTURE,
PT TO MATCH CW
MULLION, FILL FOAM
INSUL.
SEE STRUCT
CANOPY SUPPORT
STRUCTURE,
TAPERED END, PT TO
MATCH CW MULLION,
SEE STRUCT
1/2"
2 1/2"
SKYLIGHT RAFTER
CW AT CANOPY EDGE - WEST
PREFIN MTL FLASHING,
FP-2
EQ EQ
STL BEAM
SEE STRUCT.
DIM PT
1
PREFIN METAL
SHADOW BOX
ALIGN GYP. BD. AT SOFFIT
DIM PT
NOTE:
SEE DETAIL 3/A8.32 FOR
COMMON CALL-OUTS.
CONT. BACKER ROD
AND SEALANT, TYP
7"
CIP CONC CURB
SEE SLAB PLAN
SEE STRUCT
A8.31
A8.31
1"
HIGH ROOF
45'-0"
1' - 6 3/4" VIF
15
6
EXTERIOR SHEATHING
TACOMA
COMMUNITY
COLLEGE
GALV. LIGHT GAUGE METAL
ANGLE, ATTACH TO STL
STRUCT
SKYLIGHT RAFTER BEYOND
NOTE:
SEE DETAILS ON SHEET
A8.31 FOR CURTAINWALL
CALL-OUTS.
SINGLE PLY ROOF
MEMBRANE
COVER BOARD
ALIGN CL OF STEEL SUPPORT
W/ CL OF CW MULLION
MINERAL WOOL ON LIGHT
GAUGE ANGLE, ATTACH TO
SLAB EDGE
1 1/2"3/4"
1/2" 2 1/2"
4" METAL STUD, FILL CAVITY
W/ INSULATION
PREFIN METAL PANEL WALL PANEL
BEYOND
SKYLIGHT PURLIN, FP-2
8" MIN
1/2"
SKYLIGHT RAFTER JAMB, FP-2
PHONE 206 223 5555
FAX 206 223 5000
LEVEL 1
0'-0"
1"
GLASS UNIT, GL-3.
4"
7"
GLASS UNIT, GL-3, TYP.
ALIGN
4"
PREFIN ALUM FLASHING
TO MATCH SKYLIGHT
MPWP-2, FP-2, BEYOND
CW MULLIONS, CW-1, FP-2
TS SKYLIGHT SUPPORT SEE
STRUCT PAINT TO MATCH
CW
PANEL BEYOND, FP-1
LAN
WN PER P
SLOPE DO
PREFIN ALUM CLOSRUE TRIM/
FLASHING, FP-2
DIM PT
DIM PT
PREFIN ALUM CLOSURE TRIM/
FLASHING, FP-2
1/2"
PANEL, MPWP-1, ON EXTERIOR
METAL WALL ASSEMBLY
FLEXIBLE FLASHING OVERLAP
METAL FLASHING AND WEATHER
BARRIER
PREFIN PERFORATED PANEL
BASE, FP-1
SHIM
SITE: NEW
BUILDING: NEW
ALUM PURLIN BEYOND
SKYLIGHT RAFTER W/ GUTTER,
TYP.AND NAP CAP, FP-2, TYP
ISSUE
MARK
DATE
DESCRIPTION
EQ. EQ.
2 1/2"
19
SKYLIGHT RAFTER AT ATRIUM
SCALE: 3" = 1'-0"
1
24 Aug 2012
Addendum 04
DRAWN BY:
PROJ. ARCH.:
Author
Designer
NBBJ PROJECT NO.:
100540.00
DATE:
02 JULY 2012
DWG.
EXTERIOR
DETAILS SKYLIGHTS &
CANOPIES
BLDG #
DWG.
A8.32
1' - 0"
4 1/2"
WOOD SHELF W/ PLAM-1
FINISH TOP AND FRONT FACE
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
DOOR, PLAM-1, ALL
(6) SURFACES
1.25" DIA CLOSET ROD
CL
DIM PT
STANLEY 19300 HEAVY DUTY
SHELF AND CLOSET ROD
SUPPORT (OR EQUAL) SPACED
PER MFG RECCOMENDATIONS
PROVIDE BACKING PER:
WD-2 VENEER PANEL
VERTICAL GRAIN APPLE
PLY LAMINATED TO
DIMENSIONS SHOWN
ADJUSTABLE SHELF,
WHITE MELAMINE
ADJUSTABLE
SHELF, PLAM-1
PER ELEVATION
1 1/2"
7'-0" AFF UNO
.
PER ELEVATION
1' - 6"
ALL EXPOSED SURFACES
FOR UPPER CABINET TO
BE PLAM-1
1/2" MOUNTING CLEATS
CABINET INTERIOR,
WHITE MELAMINE
3/8"X1/2" ALUM "Z" REVEAL
PAINTED TO MATCH CEILING
LIGHT AS SPEC'D
WHERE OCCURS
ALL EXPOSED SURFACES
TOP AND BOTTOM TO BE
PLAM-1
1/2"
15
A9.00
LIGHT AS SPEC'D,
WHERE OCCURS
21
COAT ROD AND SHELF
16
SCALE: 3" = 1'-0"
CASEWORK - WALL CABINET W/ OPEN SHELVES
11
SCALE: 1 1/2" = 1'-0"
HARDWOOD BLOCK AT
PANEL EDGE
1/2" 1/2"
CASEWORK - WALL CABINET W/ DOOR
6
SCALE: 1 1/2" = 1'-0"
APPLEPLY EDGE DETAIL
1
SCALE: 12" = 1'-0"
WD-1 PANELING
ON 1/2" CLEATS
TIGHT JOINT
TACOMA
COMMUNITY
COLLEGE
WD PANEL @ SOFFIT
SCALE: 6" = 1'-0"
FACE OF METAL LOCKERS
GWB AND FRAMING PER
PARTITION TYPES
GWB PARTITION PER PLANS
5"
FAUCET VARIES BY
LOCATION, REFER TO
PLUMBING FOR INFO
BACKSPLASH, PLAM-1
WHERE OCCURS
PANEL MOUNTING CLEATS
3"X3" TS SUPPORT WITH
EXPANSION ANCHORS INTO
FLOOR
BACKSPLASH, PLAM-1
BACKSPLASH, PLAM-1,
WHERE OCCURS
WD-1 VENEER BOTH SIDES
BUILT-UP APPLE PLY EDGE
5"
EXPOSED APPLE PLY EDGES
3/4"
1 1/2"
1 1/2"
45 DEGREE BEVEL ON SSM
WA STATE
PROJECT # 07-142
6
A9.30
4 1/2"
3"
SSM COUNTER ON APPLE
PLY SUBSTRATE
1/4" REVEAL AT APRON
TIGHT JOINT
1/2"
1/8"
1 1/4"
3"
VENEER ON PANEL EDGE TO GIVE
SEAMLESS CORNER APPEARANCE
1 1/4"
PLAM APRON/DOOR,
PLAM-1 ALL SIDES
6501 SOUTH 19TH ST.
TACOMA, WA 98466
EDGE DETAIL
7
2' - 10" UNO
ADJUSTABLE SHELF,
PLAM-1 ON ALL EXPOSED
SURFACES
2' - 10" UNO
DRAWER FRONTS,
PLAM-1 ALL SIDES
WOOD LOCKER SURROUND
2
SCALE: 3" = 1'-0"
WD PANEL CORNER
SCALE: 6" = 1'-0"
GARBAGE DISPOSAL
WHERE OCCURS
CABINET INTERIOR,
WHITE MELAMINE
OPEN CABINET, PLAM-1
ON ALL EXPOSED
SURFACES
10"
EQ
2' - 10"
EQ
2' - 0" NTS
1/2"
2"
4"
22
HARNED
CENTER FOR
HEALTH
CAREERS
3/4"
DROP IN SINK
2"
PHONE 206 223 5555
FAX 206 223 5000
TOE KICK, PLAM-1
CEILING PER PLAN
TOE-KICK, PLAM-1
TOE-KICK, PLAM-1
HARDWOOD BLOCK AT
PANEL EDGE
CASEWORK - BASE CABINET W/ DRAWERS
17
SCALE: 1 1/2" = 1'-0"
CASEWORK - BASE CABINET W/ OPEN SHELVES
1
1
SEE 15 / A9.30 FOR TYP NOTES
SCALE: 1 1/2" = 1'-0"
12
CASEWORK - BASE CABINET W/ SINK
WD-2 VENEER PANEL
MOUNTED ON 1/2" CLEATS
WD-2 VENEER PANEL
SCALE: 1 1/2" = 1'-0"
1/2" MOUNTING CLEATS
PARTITION PER PLANS
1/8"
1/8"
VENEER BLOCK BEHIND JOINT
DIM PT
ISSUE FOR
BID
BACKSPLASH, PLAM-1
BACKSPLASH, PLAM-1,
WHERE OCCURS
SCALE: 6" = 1'-0"
WOOD PANEL - VENEER
WITH HARDWOOD EDGES
CABINET INTERIOR,
WHITE MELAMINE
FIT BOX TIGHT TO WALL
1' - 6"
WOOD REVEAL, FINISH
TO MATCH ADJACENT PANEL
ATTACH BRACKETS
DIRECTLY TO STUDS
4 1/2"
MATCHING METAL FILLER
PANEL
ALIGN
CABINET LINER INTERIOR
U.N.O. ON ELEVATIONS
ADJUSTABLE SHELF
WHITE MELAMINE
2' - 10"
ADJUSTABLE SHELF
SCALE: 6" = 1'-0"
PARTITION
PER PLANS
RAKKS FLUSH MOUNT
COUNTER SUPPORT
BRACKET
PLAM DRAWER/DOOR,
PLAM-1 ALL SIDES
VERTICAL WD PANEL JOINT
EXPOSED
APPLYPLY AT
EDGES
PLAM DOOR
3
METAL LOCKERS
WALL FINISH PER
ELEVATIONS
3 5/8"
2"
VENEERED OUTER FACES
2"
WOOD
SUBSTRUCTURE
24
CASEWORK - BASE CABINET W/DOOR
19
SCALE: 1 1/2" = 1'-0"
6" 1 1/2"
4"
4"
BASE PER SCHED
CASEWORK - BASE CABINET W/DRAWER DOOR
SCALE: 1 1/2" = 1'-0"
TOE-KICK, PLAM-1
WALL BASE PER
ELEVATIONS
14
CASEWORK - COUNTER SUPPORT
1
ISSUE
SHIM BASE FOR
PROPPER ALIGNMENT
MARK
DATE
5
WOOD "BOX" END PANEL
SCALE: 3" = 1'-0"
4
FLUSH WOOD BASE
SCALE: 6" = 1'-0"
2' - 0"
FRAMLESS MIRROR AS SHOWN IN ELEVATION
MEDIUM DENSITY FOAM BACK
1
DGL AS SPECIFIED
4"
PROJ. ARCH.:
NBBJ PROJECT NO.:
100540.00
DATE:
02 JULY 2012
1
SSM COUNTER ON APPLEPLY SUBSTRATE
UNDERMOUNT SINK AS SCHED.
SHOWN BEYOND
1 1/2"
1' - 8"
NOTCH TILE
AROUND BRACKET
3/4" PLYWOOD SUBSTRATE
DWG.
INTERIOR
DETAILS
FLUSH MOUNT FLOATING
COUNTER BRACKET ATTACHED
DIRECTLY TO WALL STUDS
BLOCKING
BLDG #
WD-1 BASE
EXPOSED APPLEPLY EDGE
FINISHED FLOOR
UPHOLSTERED BENCH SECTION
SCALE: 1 1/2" = 1'-0"
Designer
ALUM GLAZING "J" CHANNEL
UPHOLSTERY AS SPECIFIED
2 3/4"
Addendum 04
Author
DGL TERMINATES BELOW SSM, CAULK TIGHT
MEDIUM DENSITY FOAM SEAT
CUSHION ATTACH TO BASE W/
HEAVY DUTY HOOK AND LOOP
(VELCRO)
24 Aug 2012
DRAWN BY:
2 3/8"
1' - 0"
1/2" PLYWOOD BACK ON
CUSHION
3/4" PLYWOOD CLEAT
LINE OF SIDE PANEL BEYOND
25
DESCRIPTION
BUILT-UP APPLEPLY
(WD-1) FRONT EDGE
SCALE: 1 1/2" = 1'-0"
UPHOLSTERY AS SPECIFIED
ANGLE BACK
OF CUSHION
FOR TIGHT
FIT AGAINST
BACK WALL
SITE: NEW
BUILDING: NEW
HARDWOOD BASE
4"
WD PANELING AT CEILING
3/8"
PLY SUBSTRATE
1 1/2"
PLY SUBSTRATE
8
2' - 0"
5"
1 1/2"
PLAM BACKSPLASH
WHERE INDICATED
DWG.
1 1/2"
15
SSM RESTROOM COUNTER
SCALE: 3" = 1'-0"
A9.30
Door Schedule
Dimensions
Door
Number
Door
Door Schedule
Frame
Frame
Type
Material
Finish
Comments
Curtainwall Door, Card Reader, ADA
Operators
Curtainwall Door, No DGF-1 film
Width
Height
Panel Type
Material
00
6'-2"
8'-1"
FG
ALUM
-
ALUM
ANOD
01
04
05
06
07
08
10
11
12
17
18
6'-2"
7'-4"
3'-0"
5'-0"
6'-0"
3'-0"
3'-0"
3'-0"
3'-6"
3'-0"
3'-0"
8'-1"
8'-0"
8'-0"
7'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
FG
F-2
F
UPF
F-2
FG
NB-1
F
NB-1
F
N-1
ALUM
WD
HM
HM
HM
HM
WD
WD
WD
WD
WD
90 MIN
2
1
2
2
8
1
1
1
1
1
ALUM
HM
HM
HM
HM
ALUM
ALUM
ALUM
ALUM
ALUM
HM
ANOD
PT
PT
PT
PT
ANOD
ANOD
ANOD
ANOD
ANOD
PT
19
20
21
23
26
28
29
30
31
32
33
34
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
6'-0"
6'-0"
6'-0"
3'-0"
6'-0"
3'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-10"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
F
F
F
NB-1
F
SL
SL
SL
NB-1
F-2
F
WD
WD
WD
WD
WD
WD
ALUM
ALUM
ALUM
WD
HM
HM
90 MIN
1
1
1
1
1
5A
1
2
1
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
HM
HM
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
PT
PT
41
100
3'-0"
6'-2"
8'-0"
8'-1"
F
FG
WD
ALUM
1
-
ALUM
ALUM
ANOD
ANOD
101
102
102.1
103
104
105
106
107
108
109
110
111
114
115
116
117
118
119
120
121
122A
122B
124
124B
6'-2"
6'-0"
6'-9 1/2"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-6"
3'-6"
3'-0"
3'-0"
2'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
20'-0"
8'-1"
8'-0"
7'-5 3/4"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-10"
8'-0"
8'-0"
8'-0"
8'-0"
7'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
10'-0"
FG
F-2
FG
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
F
F
F
F
FG
F
FG
FG
FG
OP
ALUM
WD
ALUM
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
PLAM
125A
125B
3'-0"
20'-0"
8'-0"
10'-0"
FG
OP
126
127
130
131
132
133
134
135
136
137
138
139A
139B
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
F
FG
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
3'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-10"
7'-5 3/4"
7'-0"
141
142
143A
143B
144
145
146
147
148
149
150
151
152
153
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
7'-10"
8'-0"
7'-10"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
FG
F
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
Fire Rating
Dimensions
90 MIN
90 MIN
2
1
1
1
1
1
1
1
1
3A
1
1
1
1
8
1
6
6
8
-
ALUM
HM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
HM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
-
ANOD
PT
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
PT
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
-
WD
PLAM
8
-
ALUM
-
ANOD
-
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
1
8
1
1
1
1
1
1
1
1
3A
1
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
HM
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
PT
4A
1
4A
1
1
1
1
1
1
1
1
1
1
1
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
90 MIN
45 MIN
45 MIN
Door
Number
1
Uneven Pair
Card Reader
Leaded glazing
Verify location w/ elev mfr, swing
180
Card Reader
Verify location w/ elev mfr, swing
180
Curtainwall Door, Card Reader, ADA
Operators
Curtainwall Door, No DGF-1 film
Magnetic Hold Open
Curtainwall Door, ADA Operators
Card Reader
Cased Opening
Cased Opening
Card Reader
Card Reader
Card Reader
OPERABLE PARTITION, Verify
Dimensions in Field
Card Reader
Dimensions in Field
Card Reader
Card Reader
Curtainwall door, ADA Operators
180 Degree Swing, Magnetic Hold
Open
Card Reader
Card Reader
2
2
Door
Frame
Width
Height
Panel Type
Material
154
155A
155B
156
160
165
203
204
205
206
207
208
209
210
211
214
214A
215
216
217
218
219
220
221
222A
222B
223
224A
224B
6'-6"
3'-0"
3'-0"
3'-0"
6'-0"
9'-6"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-6"
3'-0"
3'-6"
3'-0"
3'-0"
2'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
20'-0"
8'-0"
7'-10"
8'-0"
8'-0"
7'-0"
10'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-10"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
10'-0"
SL
ALUM
WD
WD
WD
WD
GL
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
PLAM
225
226
227
230
231
232
233
234
235
236
238
242
243
244
245A
245B
250
265
266
301
314
314A
315
316
317
318
319
321
322
327
331
334
335A
335B
336A
336B
338
339
341
342
344
347
348
349A
349B
350
350A
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-6"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
20'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
7'-10"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-7 3/4"
8'-0"
7'-0"
8'-0"
8'-0"
8'-0"
7'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-7 3/4"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
9'-6"
351
365
403A
403B
403C
405
406
EL1.0
EL1.1
EL1.2
EL1.3
EL1.4
EL2.1
EL2.2
EL2.3
ST1.0
ST1.1
ST1.2
ST1.3
ST1.4
ST2.1
ST2.2
ST2.3
ST3.0
3'-0"
3'-0"
3'-0"
3'-2"
3'-2"
3'-0"
3'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
3'-6"
3'-6"
3'-6"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
7'-4"
8'-0"
8'-0"
7'-0"
8'-10"
8'-10"
3'-6"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
8'-0"
8'-0"
7'-10"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
3'-6"
3'-0"
3'-6"
3'-0"
3'-0"
2'-0"
3'-0"
3'-0"
3'-6"
3'-6"
3'-6"
6'-0"
3'-0"
3'-6"
3'-6"
3'-6"
3'-0"
3'-0"
3'-0"
3'-0"
NB-1
F
NB-2
OP
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
F
F
F
F
F
FG
F
FG
FG
FG
FG
OP
FG
F
FG
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
NB-1
FG
FG
F
FG
FG
FG
F
F
F
F
F
NB-1
FG
FG
SL
F
NB-1
NB-1
NB-1
F
F
FG
FG
FG
F
OP
F
FG
F
F
F
F
F
N-1
N-1
N-1
N-1
N-1
N-1
N-1
F-2
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
WD
ALUM
WD
WD
WD
WD
WD
WD
WD
WD
WD
ALUM
WD
WD
WD
WD
WD
WD
WD
WD
ALUM
WD
WD
WD
WD
WD
PLAM
WD
WD
HM
HM
HM
HM
HM
SSTL
SSTL
SSTL
SSTL
SSTL
SSTL
SSTL
SSTL
WD
WD
WD
WD
WD
WD
WD
WD
WD
Fire Rating
45 MIN
45 MIN
90 MIN
90 MIN
90 MIN
90 MIN
90 MIN
90 MIN
90 MIN
90 MIN
90 MIN
90 MIN
90 MIN
Frame
Type
Material
Finish
4A
1
1
2
2
1
1
1
1
1
1
1
1
3A
1
1
1
1
1
8
1
6
6
8
8
-
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
HM
ALUM
ALUM
HM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
-
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
PT
ANOD
ANOD
PT
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
-
8
1
8
1
1
1
1
1
1
1
3A
1
1
1
5
5
1
8
5
1
1
1
1
1
1
1
7
7
1
1
1
1
1
1
8
8
1
5
5
5
5
-
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
HM
ALUM
ALUM
HM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
ALUM
-
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
PT
ANOD
ANOD
PT
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
ANOD
-
1
8
1
1
1
1
1
1
1
1
1
1
1
1
1
2
ALUM
ALUM
HM
HM
HM
HM
HM
SSTL
SSTL
SSTL
SSTL
SSTL
SSTL
SSTL
SSTL
HM
HM
HM
HM
HM
HM
HM
HM
HM
ANOD
ANOD
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PT
PHONE 206 223 5555
FAX 206 223 5000
Comments
Card Reader
Card Reader
TACOMA
COMMUNITY
COLLEGE
Card Reader
Cased Opening
Cased Opening
HARNED
CENTER FOR
HEALTH
CAREERS
Card Reader
Card Reader
Card Reader
Card Reader
Dimensions in Field
Card Reader
WA STATE
PROJECT # 07-142
2
6501 SOUTH 19TH ST.
TACOMA, WA 98466
Card Reader
Card Reader
Card Reader
Card Reader
Card Reader
Curtainwall Door
Cased Opening
Cased Opening
ISSUE FOR
BID
Card Reader
Card Reader
Card Reader
Card Reader
Card Reader
Curtainwall Door
Card Reader
Card Reader
Card Reader
Card Reader
Dimensions in Field
Card Reader
2
SITE: NEW
BUILDING: NEW
ISSUE
MARK
DATE
DESCRIPTION
Exterior
Exterior
Exterior
Elevator Door
Elevator Door
Elevator Door
Elevator Door
Elevator Door
Elevator Door
Elevator Door
Elevator Door
2
1
24 Aug 2012
02 Aug 2012
Addendum 04
Addendum 01
DRAWN BY:
PROJ. ARCH.:
Author
Designer
NBBJ PROJECT NO.:
100540.00
DATE:
02 JULY 2012
DWG.
MAGNETIC HOLD OPEN
DOOR &
OPENING
SCHEDULES
BLDG #
DWG.
A10.01

From the Office of NBBJ 223 Yale Avenue North Seattle, WA 98109

Transcription

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