07200962 Permit FileCITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
C E R T I F I C A T E O F O C C U P A N C Y
P E R M A N E N T
Issue Date . . . . . . 8/28/08
Parcel Number . . . . . 273-012148
Property Address ... 6680 PERIMETER DR
DUBLIN OH 43017
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . LIMITED INDUSTRIAL
Owner . . . . . . . . . TRIPLEX CO
Contractor . . . . . . ELFORD INC.
614 488-4000
Application number .. 07-00200962 000 000
Description of Work .. COM BUILDING ALTER.ATION
Construction type . . . 2B - PROTECTED/NONCOMB
Occupancy type .... STORAGE MODERATE HAZARD
Flood Zone . . . . .
Special conditions . .
NATIONAL CITY BANK 6680 PERIMETER DRIVE
USE GROUP: S1 MODERATE HAZARD STORAGE / B-BUSINESS,
NONSEPARATED MIXED USES
Approved . . .
icla
VOID UNLESS SIGNED BY
LDING OFFICIAL
This permit is granted on the express condition that said work shali in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
FR
?
CITY ?? DUBLIN
Division of Building Standards
# 5800 Shier Rings Road
Uublin, Ohio 43016
Phone: VfTDD 614/4104670
Inspection Line: 614/410-4680
CONDITIONAL APPROVAL AGREEMENT
This agreement made and entered into by and between _ (.??! -tl1 /`/'? -? i• c-
(Project Mana /Gen 1 Contractar)
Herein after known as the Project Manager/General Coniractor, and ?/-tJ" /'p??-`A C .
(Owner/Occupant)
Hereinafter lrnown as the Owner/Occupant, and the City of Dublin, hereinafter lrnown as the City, who
mutually agree and covenant as follows:
1. The Project Manager/General Contractor, who is constructing a new premises at:
(0 (0 8D ?1 e, r; .?.. 4+.e,r
Building Permit No. (w'ihas applied for a Certificate of Occupancy.
2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin
Codified Ordinances, hereinafter lrnown as the Code, and therefore addirional final inspections
cannot be approved.
3. The Iist of items, which is attached to and is a part of the agreement, is accepted by both the 1'roject
Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to
be completed prior to the project receiving final approval.
4. Acknowledging that the premises are not completed and that certain items, as shown, are
requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy
of the premises and use of the property as of the date of this agreement.
5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to
complete all items as shown by (date) ^.e 1 Dogand further agrees to release, hold
harmless and indemnify the City and its agents, assigns and employees from any and all obligation,
liability, and/or responsibility that might arise as a result of permitting occupancy under a
Conditionat Approval Agreement.
6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City,
its agent, assigns and employees from any and all obligations and/or responsibiliries related to the
completion of the premises, and further agrees to release and hold harmless the City, its agents,
assigns and employees from any and all liability that might arise as a result of occupancy of the
premises. Further, the OwnerlOccupant accepts the responsibility for the completion of those items
shown as incomplete, and recognizes fhat the City may revoke the Conditional Approval
1\DUBLINDATA_PER_SERVER\PER\PER\THOMEWIOFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY
AGREEMENT.doc
Page 1 of 2 Updated 4-02
Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these
items are not completed on a timely basis, and within the schedule contained in item 5 of this
agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the
property to inspect, or at it's sole and exclusive discretion cause to be made any improvement
necessary to bring any part of the premises into cornpliance with this Conditional Approval
Agreement.
7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by
accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way
waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this
Agreement were not in effect.
8. The Owner/Occupant acknowledges that he is under no obligation whatsoever to enter into this
Agreement, but that absent this Agreement, Conditional Approval to use the properiy will not be
granted.
9. T'his Conditional Approval Agreement will serve as the Temparary Occupancy Permit the Building
Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the
entire scope of the building work has not been completed, but the Building Official has determined
the building can be occupied safely.
J. 4h G
Project Manager/General Contractor Date
(Please Print)
Owner/Occugant 'eate-
(Please Print)
' ?------ ? r?
A Cityof Dublin Date
!
ja?
Project Manager/G 1 Contractor (Signature)
Owfier/` c pant (Signature)
\\DUBLINDATA_PER_SERVER\PER\PER\THOMEW\OFFICEWP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY
AGREEMENT.doc
Page 2 of 2 Updated 4-02
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680
DO NOT REMOVE TNIS SNEET FROM SITE
NOTICE OF INSPECTION
Inspection Type rlw& Application #Date
The undersigned inspectors checked your property at
for compliance with Building Code. Any violations listed below must be conected within days.
?APPROVED ? DISAPPROVED By
CONDITIONAL
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CITY OF DUBLIN Division of Building Standards • 580b Shier-Rings Rosd • Dublln, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
SUBCONTRACTOR
DISCLOSURE
General Contractor:
lication No., b`7 5t00918' - JobAddress: CF&W 90-(-ime-4k.r 1)r .
.
The General Contractor is required to iuFnish the fOlkowiig.informatan regarding any
contractor working at the above add*s prior to-IssuariW=of a Cerbficate of Occupancy.
AII suboontractor registrafions InW#lbe ?ivA ttir+ough.tFie i0aftee of a Cemcate of
Occupancy, induding insuiaabie
.
.
NPE ... . . .. - : _
.. ? . . . _
: -
. -
uuBUN ?GistRAnoN Mo
EXCAVATION* ._..
..
CONCRETE* "91
- --
MASONRY - -
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STRUCTURAL*
ELECTRICAL*
PL.UMBING*
HVAC* f-h W-
INSULATION
ROOFING*
DRYWALL
SIDING ?
SANITARY SEWER*.
LANDSCAPING
FIRE PROTECTION
UNDERGROUND
1?q
s
FIRE ALARM kLer,,?. :c Dwuc. b±i, a D l??'1
FIRE SUPPRESSION
PAINTING
OTHER . .
*MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A
COPY AVAILABLE F4R THE INSPECTOR TO TAKE TO OFFICE.
ExcellSubcontractor Disdosure Update 2003
C10,v?
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CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
CONDITIONAL APPROVAL AGREEMENT CHECKLIST
(AIl items on the list must accompany the request for Conditional Approval)
0 Conditional Approval Agreement signed by the Project Manager/General Contractor and
M/ Owner/Occupant.
Subcontractor Disclosure List (All subcontractors must be registered prior to beginning
U/ work through the completion of the work).
Engineering Final Inspection showing approval frorn the Engineering Inspector for
Conditional Approval.
B? Fire Department Final Inspection showing approval from the Fire Inspector for
U/ Conditional Approval (Commercial only).
Planing & Zoning approval, including iandscaping, showing approval from the Inspector
M/ for Conditional Approval
Final or Life/Safety inspection appraval from a Building Inspector for Conditional
Approval.
Inspection Card signed by all inspectors.
[I?? Nonrefundable Conditional Approval Agreement handling fee of $300.00. This is in
addition to any surety amount listed on the Conditional Occupancy inspection notice.
This fee will be good for the time period noted on the Building Inspector's inspection
notice, not to exceed six (6) months. In the event an extension is necessary, an additional
$300.00 handling fee will be billed for each six (6) month time period. A notice will be
sent to the Project Manager/General Contractor and OwnerlOccupant prior to the
expiration of the Conditional Agreement. If a Conditional expires, an additional $300.00
? fee will be due prior to an Occupancy inspection being scheduled.
The amount listed on the Conditional Occupancy Inspection Notice in the form of a
check or an original escrow letter, on letterhead of the issuing financial institution and
with the original signature, printed name, title and telephone number of the issuing agent
for the financial institutian. Commercial projects also have the option of providing a
bond or a letter of credit although additional time will be required for review.
? The Chief Building Official will review the Conditional Approval Agreement within
eight business hours for residential and 16 business hours for commercial. It will be
signed after this review if it is deemed there are no safety issues involved and the above
items have been submitted to the Building Standards Division.
? The building/home may be occupied AFTER the Chief Building Official has signed the
Conditional Approval Agreement.
Note: Residential Conditionals will be issued for sod and other exterior, weather-related items
only. Any exceptions must be pre-approved, in writing, by the Chief Building Official and
available to the Building Inspector at the time of the inspection for Conditional Approval. (Write
a letter to the CBCI explaining the exception you are requesting and it will be signed and returned,
if approved.)
T:\OFFICE\WP\DOCS\DOCiConditional Occupancy\CONDITIONAL APPROVAL AGREEMENT CHECKLIST, update Jan.
OS.doc
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C:ity of Lub! in
Vl 1 1 v? ??vr.?•• ?
bivision of Building Standards
COMMERCIAL BUtI.DiNG
pERMIT APPLIGA110N
614'rb165bb F'. 02/b5
pYWlOr oMO 49016
Tekphone-. 614-4104970
Inspecdon une: 614.410-4690
Faes1111tte; 6947614568
P(*d e9RA 11D5
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:RT1f OWNER INFORMATION
Owner Name (Conlect Person it amed by a CaP°r'a? Addre9s 122b T? vT, "&'
r N? ? State
e"oi.? . , _ ._.. ._.?._ u9'7_ t-t rn
dANT INFORMATION (If Appticable) .
taet Name ? T
. - DOCi
1pany Nema_ ?? g ? r,,
l?of{ "1 f '7i31 NA7Y6NPLCST`? . C.G ?n -•,
tCHITECT, P-NGWE-R, OR OTHER OESIGN PROFESSIONAL INFORMATION
pha RegnCertNamber y2i o ?5? ??,Or?
.t C ?¢•e.I- _
ame_ c o 5. R„A S. ?tr
? p?sslonal N Address
Z
moanY
-5'IZ -Ztb
R4L GONTFiACTOR INFORMATION (Must be a C4ty ot DubUn Regl,tered G ontractor)
Name ¢.t ?4?a•J s ot? bubtin Registra?6a? #
pddrepe 1tiZo Dv ??
?Y Na? E ? Sfa1e o _ _ ???-?--
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.- 14 8yj -
)AVI7 oF oWNER AusHORiZAT1oN FoR REPR?S? ENT?A `9 at? ?? bs Ot??N?
Thla Pemon w?l be coptaded Ntth all otiidal correspotid
?s RePresentative Sl?aa E ?^?'?•"??L- _ Rela?6oaship to
?'?Y N? G?' p? c- c 7c? :• ?. Telephone
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er
y2Ekt4" prinq. The owner and appiicent, ba'ebY auWize 6on i?x?udng .
and agent in aN malte?s pateining to 1he proceseing and apptoYal of tlua ?pP?Oa
> act aa rny tepresenta6ve 1he desi9nated $9ent
wdi(Ying the P? and 1 aytee?6o be bound by all repreoa?hatians and ag?eements ?+? bY .b _e6 s?Z'1
ut PmPeaY oa^'er.
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xetand the cantenb of 813 pages oi Ihis aPi
other infamation submabd is oomplete and
pNmers
Iha Owner a tfie Ownei's RepremFafhre, hsve resd and
The intamafion coatained'a? lhk App6ce60?, abched elibib
,.-s weAd correa?, tn The besl d my Imowladge and befist.
4 - /;2 -
ECEIVED
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CI`I`'Y OF DXJBLIN
Divisaon of Building Standards
1-.nnnMERC1AL BUILDING PEiZMIT APPLICATION
Permit Number
Project Name,_ ?R'r'so?l?L C?T?, JK .
PROJECT INFORMATION
Sta O uments.
NOTE: ?te of Ohiog iwh was primarilye sponsible for the p epa ation of the o?nstructi n dI
A- Ytzor?c,??t? Cl?n,c?r?!' T?.L us(.E?t
Scope of Project'CCaAwr = -•
TYpE OF WORK (Check all that apply)
A. Nsw Structure
B. Addi6on , Fire Wall Yes No
C. Alteration Article 34 Yes No
D. Change of Use , Entire Structure Partial
E. Change of Occupan Entire Structure Partial
Prevfous Use(s) "- Use Oroup(s) w
ANALYSIS OF NEW STRUCTURE, ADD1T14N, AND/QR AREA TO BE ALTERED
A. Occupancy Description r Use Group(s) i3?i ties (5"'?' ?
B. Mixed Use: Yes Non-separated F__1 Separatad ?
Noii ?
0. Type of construction ?
b. Fire resistive constructlon Fire Test Design Numbers
Exterior Walls ?'1 hr.
Fire Walls a hr.
F1oodCeiling v hr.
Columns/Bearing Wall hr-
Exit Enclosures b hr.
Shaits hr. •
Corridors o hr.
Tenant Separdtion hr.
E:. F1oor Area/Floor Occupant Load/Floor Egress Capacity/Floor Number of Exits
Basement
1st. '3.295 - -35 OCL,) a lh
2nd -
3rd -
4th 8 above -
S ?
.
F. Allowable maximum floor area (flrst floor footprint)_ q.pw
Does the above include sVeet frontage increase? Yes
Does the above include increase for sprinklers? Yes
G. Number of stories above grade I
gasement Yes?
HeigF?# `Z? '-? ?
5FORMb?GOMMPPP-we2
COMMBRCIAL 9UILDINCd PER? ?PUCP`TION Paqe 2 or 3 P;wwSS1BLOG
No?
No
Now
Fom# BL0-201 Dala. 10/71189
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MHY-2.5-dbb'( 12: 2b Lity ot lluplin b14'(b1bZ)bb r.04i0Z>
Division of BuiXding Standards
COMMERGIAL BUILDING PERMIT APr LtCATIrN
Yes
Horizontal sxits Yes
Aem No
No
1-imited sprinkler s
Yes No
Fu{l automatic sprinkler systern Yes No
Standpipe system Yes No
Smoke control/Removal system YeS No .
Unlimited area building Yes No
Manual fire alarm Yes No
Auto fire alarm y?s
cessible route (exterior 8? interior) No
Handlcap ac
Strpctural l.oads= provide tabie of design loads with construction documents
` EXIS'TING STRUCTUREANALYSIS -- 561M (Complete for all alteration or additiUse Group(s) S ?
A. Occupancy Desc?ption
B.
C.
Mixed Use: YA-s 11 Non-separated =Separated ?
Type of constructio No n
D. Floor ArealFloor Occupant Load/Floor Egress CapactitylFloor
Basement
1st 7S ?o _ _ ?S •
2nd ?
3rd
4th & above -
.7 Soo , i
E. Alfowable maximum floor area (first floor footprint)
[f NNoO
Does the above include street frontage increase? YYes
No
es
Does the above include incrsase for sprinklers?
Number of Exits
2
2
F. e
Number of stories abov
qrade Z gasement Yes? No?
3
?
Buliding Heigtit?__
G.
Notizontal exits Yes
Yeg No
No
H. Limited sprinkler system Yes No
1. Fulf automatc sprinkler system Yes No
J. Standpipe system Yes No
K. Smoke controllRemoval system Yes No
L. Un{imited area building Yes N?
M. Manual fire alarm Yes No
N.
O, Auto fire alarm Yes No
Handicap accessible route (exterior & interior)
n loads with ccrostructton documents
i
f d
p. es
g
Structural Loads: provide table o
the Design Professional, have read
and understand the contents of thia?a nPlubt?otted,hig mplete and aill ?es? tcue a?d correct,
attached exhibits and other infotm
to the best of my knowledge and belief.
o?-
Signature of Design
COMMERCIAL. Bln?DInIG PEwmR APPuCATION
F«na eLD-zm oow: 10/o,M
page 3 d3 PIPAS5-SLW%F0RMSIC0M?MPP-V02
520 South Main Street. Suite 2531. Akron, Ohio 44311 • PHONE 330-572-2100 • FAX 330-572-2101
. .
. , ? GPD ASSOCIATES
Engineers. Architects. Planners
LETTER OF TRANSMITTAL
Attention Building Department
To City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
Date June 13, 2007 Job No 2006090.07
Re National City Bank
Dublin, Ohio
WE ARE SENDING YOU
9 Attached
? Shop drawings
? Copy of letter
? Under separate cover via
? Prints ? Plans
? Change order ? Sepias
the foliowing items:
? Samples ? Specifications
M Report
COPIES DATE NO. DESCRIPTION
4 Sets of Drawings (Tenant Improvement)1
1 Commercial Building Permit Application
1 Certificate of Zoning Plan Approval
THESE ARE TRANSMITTED as checked below:
Z For compliance ? Complies as submitted
Z For your use ? Complies as noted
? As requested ? Does not comply
? For review and comment
? FOR BIDS DUE 20
? Resubmit copies for compliance
? Submit copies for distribution
? Return correded prints
?
? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please feel free to contact me if you have any questions or concerns at 330-572-2267.
Thank you.
Copy to File Signed Andrew Morrison
!f enclosures are not as noted, kindly notify us at once.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
PHASED PLAN APPROVAL #2 - CORRECTION REQUEST #2
(FOR ALL EXCEPT THE FIRE ALARM SYSTEM)
This is not a Building Permit. It is a record of our review of documents submitted with your
application for a Building Permit.
August 13, 2007
RE: NATIONAL CITY BANK BUILDING :: lst Floor Tenant Fitup
APPLICANT: Shane Ladner, GPD Group, 330.572.2149
ADDRESS: 6680 Perimeter Drive lst Floor
APPLICANT NO. 07-200962(1)
The 07/25/07 revisions to the plans dated 07-May 2007 for the captioned project have been reviewed for
compliance with the provisions of the Ohio Building Code (2005). The review was based upon the following
criteria:
Use Group: Sl Moderate Hazard StorageB Business, Nonseparated Mixed Uses
Occupancy: 33 @ 1:100
Area: 3,295 SF
Construction Type: IIB
Notes: Application 07-200818 has been filed for a permit for the shell building.
The documents are sealed by David B. Granger, Ohio registered Engineer # E42103 to comply with the
requirements of the OBC Section 1063.4.1 and have been reviewed, therefore, in accord with OBC
Section 104.1.
OBC 106.3.3 Phased approval. The building official shall issue an approval for the construction of
foundations or any other part of a building or structure before the construction documents for the whole
building or structure have been submitted, provided that adequate information and detailed statements have
been filed complying with pertinent requirements of this code. The holder of such approval for the
foundation or other parts of a building or structure shall proceed at the holder's own risk with the building
operation and without assurance that an approval for the entire structure will be granted. Such approvals
shall be issued for various stages in the sequence of construction provided that all information and data
required by the code for that portion of the building or structure has been submitted. The holder of a
phased plan approval may proceed only to the point for which approval has been given.
This Phased Plan Approval is FOR ALL EXCEPT THE FIRE ALARM SYSTEM.
Item 1 Fire Alarm Drawings shall be submitted for review; contain all information required by
NFPA 72-2002 4.5.1.1 and explained in Annex A4.5.1.1; and be approved before any
equipment is installed or remodeled. A separate Permit from the city of Dublin is required
The following items are required for code compliance, but are not necessarily covered in detail in the
construction documents. This list is a reminder to the design professional and contractors of issues, which are
NATIONAL CITY BANK BUILDING :: lst Floor Tenant Fitup
Permit No.: 07-200962(1)
August 13, 2007
Page 2 of 3
to be satisfactorily dealt with in the field:
Item A OBC 106.3.1 Approval of construction documents. When the construction documents have
been determined to conform to the applicable provisions of the rules of the Board in
accordance with the procedures set forth in Section 105.3.1, the building official shall endorse
or stamp such plans as approved. One set of construction documents shall be kept by the
building official. The other set(s) shall be returned to the applicant, kept at the work site and
shall be open for inspection by the building official or the building official's designated
representative.
Item B OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous
location outside of the building and in the front part of the premises on which is, or will be the
approved building or equipment to which the approved plans relate. The owner and the
contractor shall, so far as possible, preserve and keep the certificate posted until the
completion of the work to which the approved plans relate.
Item C OBC 106.4 Amended construction documents. If substantive changes to the building are
contemplated after first document submission, or during construction, those changes must be
submitted to the building official for review and approval prior to those changes being
executed. The building official may waive this requirement in the instance of an emergency
repair, or similar instance.
Item D OBC 804.3 Testing and identification. Floor covering materials shall be tested by an
approved agency in accordance with NFPA 253 and identified by a hang tag or other suitable
method so as to identify the manufacturer or supplier and style, and shall indicate the interior
floor finish or floor covering classification according to Section 804.2. Carpet-type floor
coverings shall be tested as proposed for use, including underlayment. Test reports confirming
the information provided in the manufacturer's product identification shall be furnished to the
building official upon request.
Item E OBC 109.1 General. Construction or work for which an approval is required shall be subject
to inspection by the building official and such construction or work shall remain accessible
and exposed for inspection purposes until approved.
a. This includes firestopping and draftstopping (Chapter 7 OBC), mechanical work;
piping, ducts and systems (Chapter 3 OMC), structural members and connections
(Chapter 16 OBC), and electrical work (Chapter 27 OBC). All systems and elements
covered by code are to be inspected and approved before being covered.
Item F OBC 1103.2.1 Specific requirements. Accessibility is required in buildings and facilities, or
portions thereof, to the extent indicated in ADAAG Section 4.1 and OBC Chapter 11.
Item G All electrical will comply with the requirements of Article 27 OBC and the National Electrical
Code, NfiPA 70, OBC approved edition and is subject to the approval of the electrical field
inspector.
Item H The existing electrical conductors, if removed, abandoned, or altered, shall be accomplished to
the electrical field inspector's approval. Electrical work found not to meet the code's
standards shall be corrected to the electrical field inspector's approval.
The start of construction indicates acceptance of all of the conditions listed above. This review does not
preclude the necessity to conform with provisions which may have been omitted or overlooked in the review
process, but which are requirements of the code. Ultimate responsibility for legal compliance with the
Standards of Safety rests with the registered design professional, the tenant and the owner. Phased Plan
NABuilding Standards\Harpham\Reviews 2007\07-200962 p2c2 Nat City Ten.doc
NATIONAL CITY BANK BUILDING :: lst Floor Tenant Fitup
Permit No.: 07-200962(1)
August 13, 2007
Page 3 of 3
Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one signed
copy of this Phased Plan Approval to the submitted plans.
This review is based upon the information contained within the submitted drawings and related documents.
Once corrections are made, submit four (4) complete sets of plans to the City of Dublin, Division of
Building Standards with any revisions clouded. Please also provide a letter that identifies the action taken
in response to any of the Items contained in this Correction Request.
TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be
appealed and the relief sought and a copy of this order to:
Jeffrey S. Tyler, Chief Building Official
City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
'(i?ve- R•og. oq
Owner or O ' epresentative (-\ Date
Yk k?--k v. C ,
Print Name and Title as Signed
NABuilding Standards\I-Iarpham\Reviews 2007\07-200962 p2c2 Nat City Ten.doc
Commercial Plans Examiner
.. CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
PLAN APPROVAL
This is not a Building Permit. It is a record of our review of documents submitted with your
application for a Building Permit.
January 25, 2008
RE: NATIONAL CITY BANK BUILDING :: 18t Floor Tenant Fitup
APPLICANT: Shane Ladner, GPD Group, 330.572.2149
ADDRESS: 6680 Perimeter Drive lst Floor
APPLICANT NO. 07-200962(3)
The 07/25/07, 10/01/07 and the January 22, 2008 revisions to the plans dated 07-May 2007 for the
captioned project have been reviewed for compliance with the provisions of the Ohio Building Code (2005).
The review was based upon the following criteria:
Use Group: Sl Moderate Hazard Storage/B Business, Nonseparated Mixed Uses
Occupancy: 33 @ 1:100 `
Area: 3,295 SF
Construction Type: IIB
Notes: The Shell Building has been permitted under Application 07-200818.
The 5uppression system has been permitted under Application 07-201547
The Detection system has been permitted under Application 07-201499
The documents are sealed by David B. Crranger, Ohio registered Engineer # E42103 to comply with the
requirements of the OBC Section 1063.4.1 and have been reviewed, therefore, in accord with OBC
Section 104.1.
OBC 106.3.1 Approval of construction documents. When the construction documents have been
determined to conform to the applicable provisions of the rules of the Board in accordance with the
procedures set forth in Section 105.3.1, the building of?'icial shall endorse or stamp such plans as approved.
One set of construction documents shall be kept by the building official. The other set(s) shall be returned to
the applicant, kept at the work site and shall be open for inspection by the building official or the building
official's designated representative.
The Drawings are APPROVED
REVISIONS TO THE DETECTION SYSTEM (Application 07-201499) REQUIRE A SEPARATE
SUBMISSION
Items A thru G, required for code compliance, but not necessarily covered in detail in the construction
documents listed in previous Approvals remain a part of this Approval.
TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be
appealed and the relief sought and a copy of this order to:
Jeffrey S. Tyler, Chief Building Official
City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
NATIONAL CITY BANK BUILDING :: 1't Floor Tenant Fitup
Permit No.: 07-200962(3)
January 25, 2008
Page 2 of 2
R ewe and Signe ,
W,
Ray M. H ham, AIA
Commercial Plans Examiner
effre er AIA
Chief B ii ng Official
C• ?, 101?o
Owner or 6-4Zer'? Representativ Date
i
r
??C-k ackt sr?Q?
Print Name and Title as Signed
NABuilding Standards\I-Iarpham\Reviews 2007\07-200962(3) a Nat City Ten.doc
520 South Main Street. Suite 2531. Akron, Ohio 44311 • PHONE 330-572-2100 • FAX 330-572-2101
GPD ASSOCIATES
Engineers. Architects. Planners
LETTER OF TRANSMITTAL
Attention Jennifer Brock
To City of Dublin Building Standards
5800 Shier-Rings Road
Dublin, Ohio 43016
Date lanuary 28, 2008 Job No 2006090.07
Re National City Bank
Dublin. Ohio
WE ARE SENDING YOU
? Attached ? Under separate cover via the following items:
? Shop drawings ? Prints ? Plans ? Samples ? Specifications
? Copy of letter ? Change order ? Sepias E Check #21414
COPIES DATE NO. DESCRIPTION
1 Check # 21414 in the amount of $257.50. DA 91.
Iti
THESE ARE TRANSMITTED as checked below:
?
?
?
?
?
For compliance
For your use
As requested
For review and comment
FOR BIDS DUE
? Complies as submitted
? Complies as noted
? Does not comply
20
? Resubmit copies for compliance
? Submit copies for distribution
? Return corrected prints
?
? PRINTS RETURNED AFTER LOAN TO US
REMARKS:
Please feel free to contact me if you have any questions or concerns at 330-572-221 1.
Thank you.
Copy to File Signed Josh Lyons / re
If enclosures are not as nofed, kindly notify us at once.
S
jD'?'
? • ...
WASHINGTON TOwNSHIP
FIRE DEPARTMENT
6200 Eiterman Road, P.O. Box 3248
Dublin, Ohio 43016
614-6523920 • Fax 614-766-2507
DATE: August 3, 2007
TO: Jeffery S. Tyler, Director
Division of Building Standards
City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
ATTN: Ray M. Harpham, Commercial Plan Reviewer
RE: Washington Tovmship's Fire Department Plan Review
PROJECT: NATIONAL CITY BANK - TENANT Il1IPROVEMENTS
APPLICATION No: 07-200962(1)
LOCATION 6680 Perimeter Drive
RECEIVED: July 31, 2007
BLTILDING CODE DATA:
Use: B, Business Offices and walk-up Teller counter for Banking.
Construction: II B, Non-Combustible/Unprotected Structure.
Area: 3,295 SF Total [Tenant Alteration Area]
Occupancy: 33 Total
Notes: Interior work for the new Tenant build-out of an existing shell building space. The new
Tena.nt Alteration is to be provided with a partial automatic fire alarm system.
Ivlt. Harpham:
We have reviewed the Revised Construction Drawings for the referenced project dated 07/25/2007, submitted to the Division
of Building Standards on July 26, 2007, for maxters of concem to the Washington Township Fire Department regatding rules
relating W fire prevention and the Dublin Fire Code(DFC) based upon the 2000 Intemarional Fire Code.
We aze able to recommend a phased approval of the plans and note the following:
OBC 106.1.1.1 Fire protectioa system drawings. Drawings for the fire protection system(s) shaIl be submitted to
indicate conformance with this code and the construction documents and shall be approved prior to the start of system
installation. Drawings sha11 contain all information as required by the referenced installation standards in OBC Ch 9.
a. When Available, Submit for approval, prior to the start of system(s) installation, complete information
regarding the new partial'fire alarm system, as refere»ced. Include specifications, wiring diagrams, banery
calculation, and floor plans required by NFPA 72 (2002) §1-6.1.1 for fire alarms.
2. OBC 2603.4.1.4 Ezterior walla--one-story buildings. For one-story buildings, foam plastic having a flame spread
index of 25 or less, and a smoke-developed indelc of not more than 450, shall be permitted without thermal barriers in or
on exterior walts in a thickness not more than 4 inches (102 mm) where the foam plastic is covered by a thickness of not
less than 0.032-inch-thick (0.81 mm) aluminum or corrosion-resistant steel having a base metal thickness of 0.0160 inch
(0.41 mm) and the building is equipped throughout with an automatic sprinkler system in accordance with Section
903.3.1.1.
a. Please verify that the exposed "Rigid Insulation In-fill "for the ATMMachine, as shown on Section 1 of Sheet
A-501 will meet with the provisions of this code section. Currently, no thermal barrier is shown or noted to
cover' this in-fillplastic foam insulation. Please submitManufacturer's information for this product, verify
these flame spread and smoke-development requirements.
Trustees Gene Bostic • Denise Franz King • Charles Kranstuber Fiscal Officer Joyce E. Robinson Chief Allan Woo
- • I.
WASHINGTON TOWNSHIP
FIRE DEPARTMENT
DATE: August 3, 2007 Permit 07-200962(1) Page 2 of 2
3. OFC 315.2.1 Ceiling clearance. Storage shall be maintained 2 feet (610 mm) or more below the ceiling in
nonsprinklered areas of buildings or a minimum of 18 inches (457 mm) below sprinkler head deflectors in sprinklered
azeas of buildings.
a. Storage shelving shown on Sections 44 and #S on Sheet I-203, in the ATMRoom Still does not comply with
these requirements. Please revise.
4. OMC-606.2.1 Return air systems. Smoke detectors shall be installed in return air systems with a design capacity
geater than 2,000 cfm, in the return air duct or plenum upstream of any filters, exhaust air connections, outdoor air
connections, or decontamination equipment and appliances.
Eaception: Smoke detectors are not required in the return air system where the space served by the air
distribution system is protected by a system of area smoke detectors in accordance with the building code. The
area smoke detector system shall comply with Section 606.4.
a. Please verify with the Manufacturer's requirements, that the spacing between smoke detectors shown on Sheet
E-102 are within the instructions and listing for the particular make and model of the smoke detector's printed
literature. Currently, the spacing shown benveen the Teller and Waiting area devices mav exceed the 'typical '
requirements for spacing of such devices.
Thank you for the opportuniry to review the submission. Please feel free to call with any questions.
WASHINGTON TOWNSHIP FIRE DEPARTMENT
1;1???a?C6 4. 13
Michael A. Boryca, Architect/Plans aminer Alan Perkins, CFPS
(614) 488-4009 Fire Marshal
S:Man Reviewa\Wash'vigton Townehip107-200962(1) pa•wpd
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200962 Date 8/14/07
Revision number . . . . . . . 1
Property Address ...... 6680 PERIMETER DR
Parcel Number: 273-007303
Alternate Address: PERIMETER CENTER
Tenant nbr, name ...... NATIONAL CITY BANK TENANT
Application type description COM BUILDING ALTERATION
Property owner . . . . . . . TRIPLEX CO
Contractor . . . . . . . . . ELFORD INC.
--------------------- Structure Information 000 000 -------- --------------
Construction Type . . . . . 22 - PROTECTED/NONCOMB
Occupancy Type ...... STORAGE MODERATE HAZARD
--------------------------------------------------------------
--------------
Permit . . . . . . COMMERCIAL BUILDING PERMIT
Additional desc .. 3,295 SQUARE FEET
Permit Fee .... 400.00 Plan Check Fee . . .00
Issue Date . . . . 8/5-07 Valuation . . . . 0
Expiration Date . . 2/10/08
Qty Unit Charge Per Extension
BASE FEE 160.00
3.00 80.0000 THOU COM BLDG PLAN REVIEW 240.00
--------------------------------------------------------------
Special Notes and Comments --------------
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UTILITY FEATURES AND ROOF TOP MOUNTED
EQUIPMENT. CONTACT PLANNING DIVISION 410-4600
--------------------------------------------------------------
Other Fees . . . . . . . . . COM BLDG INSPECTION ALT --------------
180.00
COM CERTIFICATE OF OCC 120.00
SURCHARGE FEE - BLDG 21.00
--------------------------------------------------------------
Fee summary Charged Paid Credited
----------------- ---------- ---------- ---------- -- --------------
Due
--------
Permit Fee Total 400.00 .00 .00 400.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 321.00 .00 .00 321.00
Grand Total 721.00 .00 .00 721.00
CITY OF DUBLIN
Qivision of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Application No. ??• Z?? I ?
Date ? N ? ? New ?Remodel ? Residential )(Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
JobAddress 19W00 ?erwe,'Cu -b(- Parcel No..? /3 -WJ03
Subdivision/Project Name IV LATl uQo-X
Owner's Name r ? ? Lcx
Contractor's Name
4-111,
Contractor'sAddress L6?
Does the sewer discharge into an individtJa[ sewag6 dispmat syste
How far distant from any dwelling, well or cistern is the sewage tanl
What is the size of the main drain? Of wh
Of what material does the house drain consist?
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
This form must be properly filled out and retumed to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the following;basis:
WATER TANK REPLACEMENT FEE $35.00
RESIDENTIAL COMMERCIAL
Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00
Number of remaining fixtures X$10.00 =$ l Number of remaining fixtures X$12.00 =$
Total Inspection Fee ..................................................... $ Total Inspection Fee .................................................... $ ,I?
r san
Lot No.
Telephone
Telephone
)n Number
pipes consist?
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qty.
AirAdmittance Valve
"Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains
Garbage Disposal
Gas Water Heater
Electric Water Heater
Interceptor
Kitchen Sink
Laundry Trays
Lavatories
Mop Sinks
Outside Faucets
Roof Drains
Rough-in Openings for Future
Sewage Ejectors
Shvwers
Sterilizers
Sump Pump
Trap Primer
Urinal
Wash Fountain
Washing Machine
Water Closets
Water Lines Q
Water Storage Tank
Other
i4L
of Building Standards
08f 27/2007 15: 23 5144523851 FRAhdKLIhJ C0 HEALTH
98/27129V 07: 43 -6144623051
'i ? : a -
'- k .. {1•? .? 4 1? nl? Y'!'?9ft` ?'
. , ?,?" .
??..
!.. ?:MA7A fl!?
. , CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200962 Date 8/28/07
Revision number . . . . . . . 1
Property Address ...... 6680 PERIMETER DR
Parcel Number: 273-007303
Alternate Address: PERIMETER CENTER
Tenant nbr, name ...... NATIONAL CITY BANK TENANT
Application type description COM BUILDING ALTERATION
Property owner . . . . . . . TRIPLEX CO
Contractor . . . . . . . . . ELFORD INC.
--------------------- Structure Information 000 000 -------- --------------
Construction Type . . . . . 2B - PROTECTED/NONCOMB
Occupancy Type ...... STORAGE MODERATE HAZARD
--------------------------------------------------------------
--------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 72.00 Plan Check Fee . . .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 5/22/10
Qty Unit Charge Per Extension
BASE FEE 60.00
1.00 12.0000 EA COM PLUMBING >1 FIXTURE 12.00
--------------------------------------------------------------
Special Notes and Comments --------------
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UTILITY FEATURES AND ROOF TOP MOUNTED
EQUIPMENT. CONTACT PLANNING DIVISION 410-4600
-----------------------------------------------------
-
---------------
-----
--
Fee summary Charged Paid Credited
----------------- ---------- ---------- ---------- - Due
---------
Permit Fee Total 72.00 .00 .00 72.00
Plan Check Total .00 .00 .00 .00
Grand Total 72.00 .00 .00 72.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
. ? Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
APPLICATION FOR HVAC PERMIT
Date 10'7 Application No. 04'?mt b?L
Job Address bLoU o?er 1(Y'1&e_(' 'Dr. Parcel No. 2-73- OM303
Subdivision
Ft. or
Owner Name Telephone
Contractor N
Contractor Address
Residential:
Sq. Ft.
$50.00 Minimum plus $20.00 for each
(Replacement units, minimum fee)
$50.00 REPLACEMENT LTNITS:
Commercial:
New/Addition Sq. Ft.
GAS
New/Addition: $50.00 Minimum plus $20.00 for
Alteration: $50.00 Minimum plus $10.00 for
Alteration
Lot No
Telephone 2- Lo / - Lo33 (
Dublin Registration No. 0-7' 9.9
additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
3% State of Ohio Surcharge (commercial only)
JOB DESCRIPTION 0
Totat $
V
z-yo
$a -qv
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of Dublin and all
the laws of the State regulating construction, insta m n,repair and alterationy??ay be revoked at any time upon violation of any
provisions of said laws. / J
Signature of licensed contractor or homeowner
Division of Building Standards
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200962 Date 8/24/07
Revision number . . . . . . . 1
Property Address ...... 6680 PERIMETER DR
Parcel Number: 273-007303
Alternate Address: PERIMETER CENTER
Tenant nbr, name ...... NATIONAL CITY BANK TENANT
Application type description COM BUILDING ALTERATION
Property owner . . . . . . . TRIPLEX CO
Contractor . . . . . . . . . ELFORD INC.
--------------------- Structure Information 000 000 -------- --------------
Construction Type . . . . . 23 - PROTECTED/NONCOMB
Occupancy Type ...... STORAGE MODERATE HAZARD
--------------------------------------------------------------
Permit ...... COM HEATING, VENTILATING, A.C. --------------
Additional desc . .
Permit Fee .... 80.00 Plan Check Fee . . .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/20/08
Qty Unit Charge Per Extension
BASE FEE 50.00
3.00 10.0000 THOU COM HVAC ALT 30.00
-------------------------------------------------------------
Special Notes and Comments ---------------
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UTILITY FEATURES AND ROOF TOP MOUNTED
EQUIPMENT. CONTACT PLANNING DIVZSION 410-4600
--------------------------------------------------------------
Other Fees . . . . . . . . . SURCHARGE FEE - HVAC --------------
2.40
--------------------------------------------------------------
Fee summary Charged Paid Credited
----------------- ---------- ---------- --------------
Due
---------- --
Permit Fee Total 80.00 .00 .00 --------
80.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 2.40 .00 .00 2.40
Grand Total 82.40 .00 .00 82.40
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
k ? CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date I ALizol
Application No.
APPLICATION FOR ELECTRICAL PERMIT
Job Address ? 6 -g`? ? ? ??I-er 601L Parcel No
Subdivision Lot No
Owner Name WiUl'1md e- 1T% J?kkNlrt Telephone
Contractor Name r--c-H0 2_y I Ne ' ?
Telephone & C ? ?'3 I /%'x 1 2- ) 0 ?
Contractor Address - . Dublin Registration No
OyEl vvS
Residential:
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.) ` o 'oo
r
3% State of Ohio Surcharge (commercial only) ,7
- Total $ 0
JOB DESCRIPTION
Voia ? I
This permit is granted on the express condition that the said worlc shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of said laws.
Signature of licensed contracb
Division of Building Standards
Date: 1/1/2001
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number .. ... 07-00200962 Date 1/14/08
Revision number . . . . . . . 2
Property Address ... ... 6680 PERIMETER DR
Parcel Number: 273-007303
Alternate Address: PERIMETER CENTER
Tenant nbr, name ... ... NATIONAL CITY BANK TENANT
Application type descri
---------------------------- ption COM BUILDING ALTERATION
----------------------------------
--------------
Application desc
1ST FLOOR
----------------------------
Property owner . . . . ----------------------------------
. . . TRIPLEX CO --------------
Contractor . . . . . . . . . ELFORD INC.
--------------------- Struc ture Information 000 000 -------- --------------
Construction Type . . . . . 2B - PROTECTED/NONCOMB
Occupancy Type ....
---------------------------- .. STORAGE MODERATE HAZARD
----------------------------------
--------------
Permit ...... LOW VOLTAGE ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 90.00 Plan Check Fee . . .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 7/12/08
Qty Unit Charge Per Extension
BASE FEE 30.00
3.00 20.0000 THOU COM ELECTRIC LOW VOLTAGE 60.00
----------------------------
Special Notes and Comme ----------------------------------
nts --------------
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UTILITY FEATURES AND ROOF TOP MOUNTED
EQUIPMENT. CONTACT
--------------------- PLANNING DIVISION 410-4600
----------------------------------
--------------
-------
Other Fees . . . . . . . . . COM BLDG INSPECTION ALT 180.00
COM CERTIFICATE OF OCC 120.00
SURCHARGE FEE - ELECTRIC 12.60
SURCHARGE FEE - BLDG 21.00
SURCHARGE FEE - HVAC 2.40
----------------------------
Fee summary Char
----------------- ---- ----------------------------------
ged Paid Credited
------ ---------- ---------- - --------------
Due
---------
Permit Fee Total 90.00 .00 .00 90.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 336.00 333.30 .00 2.70
Grand Total 426.00 333.30 .00 92.70
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
w
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date /- f' G <2
Application No. (o 2 d 00q& ?
APPLICATION FOR ELECTRICAL PERMIT
Job Address 14/ ?O Pe12, &F7-n2 pfZ • Parcel N
Subdivision
Lot No
Owner Name IU?'T fUr? /K 6 1r 7?,.?v' K Telephone
Contractor Name D f E3U L D
Contractor Address
Residential:
New Sq. Ft.
6 Z W ' 6-0& ° 7J? d $
t?Y;72p Dublin Registration Na Od ^ "'oI'?
Temporary Service $40.00 .............................................................
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. or
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or
CommerciaL•
)n Sq. Ft, -
;ion thereof
tion thereof
1000 Sq. Ft.
over 1000 Sq. Ft.
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ............:..:..........................................................................................................
$60.00 Minimum plus $60.00 far each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION L D-cJ YCtffA-G E U/r ?2 ? ti L? r-64 kWN1 ?''A/D /Ame"dLl9-?
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of said laws.
Signature of licensed contractor or ho
Division of Building Standards
Date: 1/I/2001
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200962 Date 1/09/08
Revision number . . . . . . . 2
Property Address ...... 6680 PERIMETER DR
Parcel Number: 273-007303
Alternate Address: PERIMETER CENTER
Tenant nbr, name ...... NATIONAL CITY BANK TENANT
Application type d
------------- escription COM BUILDING ALTERATION
---------------------------------------
--------------
----------
Application desc
1ST FLOOR
--------------------------
--------------
-----------------------
Property owner . -------------
. . . . . . TRIPLEX CO
Contractor . . . . . . . . . ELFORD INC.
--------------------- Structure Information 000 000 -------- --------------
Construction Type . . . . . 2B - PROTECTED/NONCOMB
Occupancy Type .
----------------------- ..... STORAGE MODERATE HAZARD
---------------------------------------
--------------
Permit ..... . LOW VOLTAGE ELECTRIC PERMIT
Additional desc . .
Permit Fee ... . 90.00 Plan Check Fee . . .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 7/07/08
Qty Unit Charge Per Extension
BASE FEE 30.00
3.00 20.0 000 THOU COM ELECTRIC LOW VOLTAGE
------------- 60.00
---------------
-----------------------
Special Notes and -------------------------
Comments
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UTILITY FEATURES AND ROOF TOP MOUNTED
EQUIPMENT. CONTACT PLANNING DIVISION 410-4600
-----------------------------------------
---------------
--------------------
Other Fees . . . . . . . . . COM BLDG INSPECTION ALT 180.00
COM CERTIFICATE OF OCC 120.00
SURCHARGE FEE - ELECTRIC 9.90
SURCHARGE FEE - BLDG 21.00
SURCHARGE FEE - HVAC 2.40
-----------------------
Fee summary
----------------- --------------------------------------
Charged Paid Credited
---------- ---------- ---------- - ---------------
Due
---------
Permit Fee Total 90.00 .00 .00 90.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 333.30 330.60 .00 2.70
Grand Total 423.30 330.60 .00 92.70
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
BLiilding Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date 8Z ? -c>7
Application No. O'7' 00
APPLICATION FOR ELECTRICAL PERMIT
Job Address 64 80?ier'???r Parcel No z_?3 0 ?30 3
Subdivision Lot No.
Owner Name Telephone
Contractor Name
Contractor Address
Residential:
New Sq. Ft. :2? ?
Temparary Service $40.00 ........................................
$40.00 Minimum plus $20.00 for each additional 500 Sq.
Low Voltage Systems: Square Feet
L [14 " 2" " s,l C44d
Dublin Registration No. 017 2' 1;? /
on Sq. Ft.
1000 Sq. Ft.
$40.00 Minimum plus $10.00 far each additiona1500 Sq. Ft. or ftsctioti thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. 3 24?? Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft. 00
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only) ?? °'?v
Total $ ali e7• e-)?
JOB DESCRIPTION LUV''r`'` 6` 4 `? i
This permit is granted on the expness oondition that the said work shall in all respects, conform to the ordina of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, re i and alteration,
and may be revoked at any time upon violation of apy provisios of said IAws. ? ?.
Signature of licensed contractor or homeowner
.nL
Division of Building Standards
Date: 1/1/2001
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200962 Date 8/24/07
Revision number . . . . . . . 1
Property Address ...... 6680 PERIMETER DR
Parcel Number: 273-007303
Alternate Address: PERIMETER CENTER
Tenant nbr, name ...... NATIONAL CITY BANK TE NANT
Application type d escription COM BUILDING ALTERATION
Property owner . . . . . . . TRIPLEX CO
Contractor . . . . . . . . . ELFORD INC.
--------------------- Structure Information 000 000 ---------- ------------
Construction Type . . . . . 2B - PROTECTED/NONCOMB
Occupancy Type .
----------------------- ..... STORAGE MODERATE HAZARD
-----------------------------------------
------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee ... . 240.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/20/08
Qty Unit Cha rge Per Extension
BASE FEE 60.00
3.00 60.0 000 THOU COM ELECTRIC SERVICE 1K-50K SF 180.00
-----------------------
Special Notes and -----------------------------------------
Comments ------------
SCREEN ALL MECHANICAL UNITS & SERVICE STRUCTURES TO TOP OF
UNIT INCLUDING UT ILITY FEATURES AND ROOF TOP MOUNTED
EQUIPMENT. CONTACT PLANNING DIVISION 410-4600
------------------------------------------------------------
------------
----
Other Fees . . . . . . . . . COM BLDG INSPECTION ALT 180.00
COM CERTIFICATE OF OCC 120.00
SURCHARGE FEE - ELECTRIC 7.20
SURCHARGE FEE - BLDG 21.00
-----------------------
Fee summary
----------------- -----------------------------------------
Charged Paid Credited
---------- ---------- ---------- ---- ------------
Due
------
Permit Fee Total 240.00 .00 .00 240.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 328.20 321.00 .00 7.20
Grand Total 568.20 321.00 .00 247.20
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
*************** -COhA1. JDURNFL- ******************* DATE 71.L-10-2007 ***** TIME 09:48 ********
MODE - hEMORY TRFlNSMISSION
F I LE Flll. =607
STN COMM. ONE-TOUCH/ STATION NRME/TEL NO
N0. ABBR N0.
001 OK ? 13305722101
START=JLIL-10 09:47 END°JUL-10 09:48
-City of Dublin
Hc?c**?****?c?c?***?c**?*****?***?c* -City of Dub 1 in -***** -
PAGES DURATION
008/008 00:01:30
6147616566- *********
July 9, 2007
t [TNTFMD RESPONSE LETTER (URL) .
7 Mr. ShAne I.adner
GFD C?roup
520 S. Mnia Strcet Suite 2531
CITY pr D[3tit.N. Akron, OH 44311
Revierv 8arvias Rg: Dubfin permit Applicntion #07-200%2
p? ? Dlationai Cfty Bank 1° Floor Tcnant #1
Pnone: 614aI64E00 Dear Mr. I.edaer:
rar e*neAsrs
www.diM.oh.u.
The City of Dublin'a Zteview Senrices Team has completed xeview of mnurials submitted June 14,
2007, inr your application for a Coamncrcial Pexmit At this timt, ihe overali review status is
disapproved sad tlye buildicg permit is denied. 'i'hc outcome of each nview ia ns foliows:
Oluo Buildiny Coda - appzovsl (plan nv'uw letter attached)
Dublin Fire Code - appmvnl (plsn review letter attacbed)
7,onzAg/L,andaoape ltcquiremenu_ diaspproval(peading approval of the ahell permit 07-200818)
Site Bngineering Standazds - disappxoval (pending app¢nvnl of the shell permit 07-200818)
We will hold the disspprovod plm pendiaB aPPfovaI of the ahell building (including site plans) 007-
200818 submitted on Iuly 6, 2007. P1eAse nOtn on tlfe Zoniag let6er thBrC AiE SOme edd{tionsl iBSUe6
wluch need to be addresaed. Please:ubmit 3 copies w the Build'utg Depxmuent'QVindow•
I am avulable to hsadie general status and proceduzal questioas. Teehaical questions peztaining m she
plan taview letters may be directed to the aPPropziate plan reviewer.
Sincerely,
5teve A. SAyder, P.R.
Review Services Coordfnamr
5AS/df
Auachmenrs
Review Services
5800 Shier-Rings Road
Dublin, OH 43016•1236
Phone:614-410-4600
Fax:614-716-4346
www.dublin.oh.us
July 9, 2007
UNIFIED RESPONSE LETTER (URL)
Mr. Shane Ladner
GFD Group
520 S. Main Street Suite 2531
Akron, OH 44311
Re: Dublin Permit Application #07-200962
National City Bank 15` Floor Tenant #1
Dear Mr. Ladner:
The City of Dublin's Review Services Team has completed review of materials submitted June 14,
2007, for your application for a Commercial Pernut. At this time, the overall review status is
disapproved and the building pernut is denied. The outcome of each review is as follows:
Ohio Building Code - approval (plan review letter attached)
Dublin Fire Code - approval (plan review letter attached)
Zoning/Landscape Requirements- disapproval (pending approval of the shell permit 07-200818)
Site Engineering Standards - disapproval (pending approval of the shell pernut 07-200818)
We will hold the disapproved plans pending approval of the shell building (including site plans) #07-
200818 submitted on July 6, 2007. Please note on the Zoning letter there are some additional issues
which need to be addressed. Please submit 3 copies to the Building Department Window.
I am available to handle general status and procedural questions. Technical questions pertaining to the
plan review letters may be directed to the appropriate plan reviewer.
Sincerely,
Steve A. Snyder, P.E.
Review Services Coordinator
SAS/df
Attachments
-7 Z
33u-
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
PHASED PLAN APPROVAL #1- CORRECTION REQUEST #1
(FOR ALL EXCEPT TELLER COUNTERS, LIGHTING, HVAC AND THE FIRE ALARM
SYSTEM)
This is not a Building Permit. It is a record of our review of documents submitted with your
application for a Building Permit.
July 6, 2007
RE: NATIONAL CITY BANK BUILDING :: 15` Floor Tenant Fitup
APPLICANT: Shane Ladner, GPD Group, 330.572.2149
ADDRESS: 6680 Perimeter Drive 1S` Floor
APPLICANT NO. 07-200962
The plans dated07-May 2007 for the captioned project have been reviewed for compliance with the provisions
of the Ohio Building Code (2005). The review was based upon the following criteria:
Use Group: Sl Moderate Hazard StorageB Business, Nonseparated Mixed Uses
Occupancy: 33 @ 1:100
Area: 3,295 SF
Construction Type: IIB
Notes: Application 07-200818 has been filed for a permit for the shell building.
The documents are sealed by David B. Granger, Ohio registered Engineer # E42103 to comply with the
requirements of the OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC
Section 104.1.
OBC 106.3.3 Phased approval. The building official shall issue an approval for the construction of
foundations or any other part of a building or structure before the construction documents for the whole
building or structure have been submitted, provided that adequate information and detailed statements have
been filed complying with pertinent requirements of this code. The holder of such approval for the
foundation or other parts of a building or structure shall proceed at the holder's own risk with the building
operation and without assurance that an approval for the entire structure will be granted. Such approvals
shall be issued for various stages in the sequence of construction provided that all information and data
required by the code for that portion of the builcling or structure has been submitted. The holder of a
phased plan approval may proceed only to the point for which approval has been given.
This Phased Plan Approval is FOR ALL EXCEPT TELLER COtiNTERS, LIGHTING, HVAC AND
THE FIRE ALARM SYSTEM.
Item 1 A permit for construction cannot be issued until Approval for the Shell building is possible.
Item 2 Fire Alarm Drawings shall be submitted for review; contain all information required by
NFPA72-2002 4.5.1.1 and explained in Annex A4.5. 1. 1; and be approved before any
equipment is installed or remodeled. A separate Permit from the ciry of Dublin is required
Item 3 OBC 1301.1.1 [Energy Efficiency] Criteria. Buildings shall be designed and constructed in
NATIONAL CITY BANK BUILDING :: ls` Floor Tenant Fitup
Permit No.: 07-200962
July 6, 2007
Page 2 of 4
accordance with the applicable provisions of the International Energy Conservation Code or
the requirements of ASHRAE 90.1 listed in Chapter 35 of this code
a. Provide energy compliance reports for lighting to comply.
Item 4 ADAAG 7.2 (2) Sales and Service Counters At ticketing counters, teller stations in a bank,
registration counters in hotels and motels, box office ticket counters, and other counters that
may not have a cash register but at which goods or services are sold or distributed either (i) a
portion of the main counter a minimum of 36 in in length shall be provided with a maximum
of 36 in in height; or (ii) an auxiliary counter with a maximum height of 36" in close
proximity to the counter shall be provided; or (iii) equivalent facilitation shall be provided.
a. The configuration of the teller's counter in the construction drawings does not comply.
Item 5 OMC-606.2.1 Return air systems. Smoke detectors shall be installed in return air systems
with a design capacity greater than 2,000 cfm, in the return air duct or plenum upstream of any
filters, exhaust air connections, outdoor air connections, or decontamination equipment and
appliances.
Exception: Smoke detectors are not required in the return air system where the space
served by the air distribution system is protected by a system of area smoke detectors in
accordance with the building code. The area smoke detector system shall comply with
Section 606.4.
OMC 606.2.2 Common supply and return air systems. Where multiple air-handling
systems share common supply or return air ducts or plenums with a combined design capacity
greater than 2,000 cfm (0.9 m'/s), the return air system shall be provided with smoke detectors
in accordance with Section 606.2.1.
a. The contbined capaciry of the Fan Powered and VAV eqeiipment boxes located within
the return-air plenum of the separate areas of the first floor, total more than 2,000 cfm.
Therefore, in accordance with this code section, smoke detection shall be provided in
accordance with 606.2.1 as indicated. The exception to this code requirement requires
an 'area smoke detection ' systeni.
Item 6 Review and Approval of Plumbing Drawings and inspection of Plumbing installations are
performed by the Franklin County Board of Health
Item 7 The Washington Township Fire Marshal has requested an opportunity to provide input to the
Dublin building department on issues relating to fire protection. The building official has
evaluated the Fire Marshal's comments related to the fire protection provisions of the OBC
and incorporates those comments, by reference, into this Phased Plan Approval and Correction
Request.
a. Please include resolutionof the matters of the Fire Marshal 's July 2007 correspondence
to Building Standards in your reply to this Correction Request.
The following items are required for code compliance, but are not necessarily covered in detail in the
construction documents. This list is a reminder to the design professional and contractors of issues, which are
to be satisfactorily dealt with in the field:
Item A OBC 106.3.1 Approval of construction documents. When the construction documents have
been determined to conform to the applicable provisions of the rules of the Board in
accordance with the procedures set forth in Section 105.3.1, the building official shall endorse
or stamp such plans as approved. One set of construction documents shall be kept by the
building official. The other set(s) shall be returned to the applicant, kept at the work site and
NABuilding StandardsV-Iaipham\Reviews 2007\07-200962 plcl Nat Ciry Ten.doc
NATIONAL CITY BANK BUILDING :: ls` Floor Tenant Fitup
Permit No.: 07-200962
July 6, 2007
Page 3 of 4
shall be open for inspection by the building official or the building official's designated
representative.
Item B OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous
location outside of the building and in the front part of the premises on which is, or will be the
approved building or equipment to which the approved plans relate. The owner and the
contractor shall, so far as possible, preserve and keep the certificate posted until the
completion of the work to which the approved plans relate.
Item C OBC 106.4 Amended construction documents. If substantive changes to the building are
contemplated after first document submission, or during construction, those changes must be
submitted to the building official for review and approval prior to those changes being
executed. The building official may waive this requirement in the instance of an emergency
repair, or similar instance.
Item D OBC 804.3 Testing and identification. Floor covering materials shall be tested by an
approved agency in accordance with NFPA 253 and identified by a hang tag or other suitable
method so as to identify the manufacturer or supplier and style, and shall indicate the interior
floor finish or floor covering classification according to Section 804.2. Carpet-type floor
coverings shall be tested as proposed for use, including underlayment. Test reports confirming
the information provided in the manufacturer's product identification shall be furnished to the
building official upon request.
Item E OBC 109.1 General. Construction or work for which an approval is required shall be subject
to inspection by the building official and such construction or work shall remain accessible
and exposed for inspection purposes until approved.
a. This includes f restopping and draftstopping (Chapter 7 OBC), mechanical work;
piping, ducts and systems (Chapter 3 OMC), structural members and connections
(Chapter 16 OBC), and electrical work (Chapter 27 OBC). All systems and elements
covered by code are to be inspected and approved before being covered.
Item F OBC 1103.2.1 Specific requirements. Accessibility is required in buildings and facilities, or
portions thereof, to the extent indicated in ADAAG Section 4.1 and OBC Chapter 11.
Item G All electrical will comply with the requirements of Article 27 OBC and the National Electrical
Code, NfiPA 70, OBC approved edition and is subject to the approval of the electrical field
inspector.
Item H The existing electrical conductors, if removed, abandoned, or altered, shall be accomplished to
the electrical field inspector's approval. Electrical work found not to meet the code's
standards shall be corrected to the electrical field inspector's approval.
The start of construction indicates acceptance of all of the conditions listed above. This review does not
preclude the necessity to conform with provisions which may have been omitted or overlooked in the review
process, but which are requirements of the code. Ultimate responsibility for legal compliance with the
Standards of Safety rests with the registered design professional, the tenant and the owner. Phased Plan
Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one signed
copy of this Phased Plan Approval to the submitted plans.
This review is based upon the information contained within the submitted drawings and related documents.
Once conections are made, submit four (4) complete sets of plans to the City of Dublin, Division of
Building Standards with any revisions clouded. Please also provide a letter that identifies the action taken
in response to any of the Items contained in this Correction Request.
NABuilding Standards\Ilarpham\Reviews 2007\07-200962 picl Nat City Ten.doc
NATIONAL CITY BANK BUILDING :: 15` Floor Tenant Fitup
Permit No.: 07-200962
July 6, 2007
Page 4 of 4
TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be
appealed and the relief sought and a copy of this order to:
Jeffrey S. Tyler, Chief Building Official
City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
viewe and Signed,
Ray M. arpham, Arc itect Jeffrey S. Tyler
Commercial Plans Examiner Chief Building Official
Owner or Owner's Representative Date
Print Name and Title as Signed
NABuilding StandardsU-Iarpham\Reviews 2007\07-200962 plcl Nat City Ten.doc
WASHINGTON TOWNSHIP
DATE:
FIRE DEPARTMENT
6200 Eiterman Road, EO. Box 3248
Dublin, Ohio 43016
614-652-3920 • FaY 614-766-2507
June 29, 2007
TO: Jeffery S. Tyler, Director
Division of Building Standards
City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
ATTN:
RE:
PROJECT:
APPLICAT'ION No
LOCATION
RECEIVED:
BUILDING CODE DATA:
Use:
Construction:
Area:
Occupancy:
Notes:
Mr. Harpham:
Ray M. Harpham, Commercial Plan Reviewer
Washington Township's Fire Department Plan Review
NATIONAL CITY BANK - TENANT IMPROVEMENTS
07-200962
6680 Perimeter Drive
June 18, 2007
?c Cl _/ vC
?
5
C ?
ITy?FO
/N
B, Business Offices and walk-up Teller counter for Banking.
II B, Non-Combustible/Unprotected Structure.
3,295 SF Total [Tenant Alteration Area]
33 Total
Interior work for the new Tenant build-out of an existing shell building space. The new
Tenant Alteration is to be provided with a partial automatic fire alarm system.
We have reviewed the Construction Drawings for the referenced project dated 06/12/2007, submitted to the Division of
Building Standards on June 14, 2007, for matters of concern to the Washington Township Fire Department regarding rules
relating to fire prevention and the Dublin Fire Code(DFC) based upon the 2000 International Fire Code.
We are able to recommend a phased approval of the plans and note the following:
Please know however, that we have not received any type of response to our Review Letter dated June 14, 2007 for the
Shell Building Package, with matters of concern to the Washington Township Fire Department. Some of these matters
have direct bearing on the operation of this Banking Tenant and would preclude that those issues be resolved prior to
the issuance of any Final Plan Approval or any Certificate of Occupancy for this Application.
2. OBC 106.1.1.1 Fire protection system drawings. Drawings for the fire protection system(s) shall be submitted to
indicate conformance with this code and the construction documents and shall be approved pnor to the start of system
installation. Drawings shall contain all information as required by the referenced installation standards in OBC Ch 9.
a. Submtt for approval, prior to the start of system(s) installation, complete information regarding the new
partial'fire alarn: system, as referenced. Include specifications, wiring diagrams, banery calculation, and
floor plans required by NFPA 72 (2002) §1-6.1.1 for fire alarms.
Trustees Gene Bostic • Denise Franz King • Charles Kranstuber Fiseal Officer Joyce E. Robinson Chief Allan Woo
WASHINGTON TOWNSHIP
F[RE DEPARTMENT
DATE: June 29, 2007 Permit 07-200962 Page 2 of 2
3. DFC 506.1 [Key Boxes] When required. When a property is protected by an automatic alarm system, and access to
or within a structure, or an area on the property is unduly difficult because of secures openings, and where immediate
access is necessary for life saving or fire fighting purposes, the code official is authorized to require a key box to be
installed in an accessible location. The key box shall be of an approved type. The key box shall contain and shall
contain:
(a) keys to locked points of ingress, whether interior or exterior, of such building.
(b) Keys to locked mechanical equipment rooms.
(c) Keys to elevator controls.
(d) Keys to other areas as directed by the code official.
a. Please verif'y that the location of the Key box tivi!! 6e coordrnated with the Fire Marshal, Alan Perldns, tivho may
be reached at (614) 652-3930.
DFC OBC 906.1 General. Portable fire extinguishers shall be provided in occupancies and locations as required by the
Intemational Fire Code.
/n%rmation demonstrating comrliance with this code section was not receivec! tivith this appJicnlion. Portable,ire
extinguishers are not noted or shown on !he 1•%nor Ylans provided.
Thank you for the opportunity to review the submission. Please feel free to call with any questions.
WASHINGTON TOWNSHIP F1RE DEPARTMENT
?(6;2?g6 a 6? ?.??
Michael A. Boryca, Architect/Plan xaminer
(614) 488-4009
?
Alan Perkins, CFPS
Fire Marshal 0-
SAPI= Raiews,WashingWn Tmmship?07-2(N)962 pa.wpxl
June 20, 2007
Mr. Shane Ladner
GPD Associates
520 S. Main Street, Suite 2531
Alron, OH 44311
Review Services
5800 Shier-Rings Road
Dublin, OH 43016•1236
Re: National City Bank Tenant Plans
Permit Application #07-200962
Phone: 614-410-4600
Fax:614-718-4346
www.dubiin.on.us
Dear Mr. Ladner:
Plans submitted on June 14, 2007, for the above-referenced project have been reviewed for
zoning compliance and are being returned to your attention. The purpose of this letter is to
summarize all revisions required for zoning compliance only. Please review the contents of
this letter with all plan review comments indicated on the plan set labeled "Z/E." All revisions
must be coordinated with any applicable plan review comments made separately by the
Division of Building Standards, the Office of the City Engineer, and/or the Washington
Township Fire Department. Please return all marked plans and attachments with vour
resubmittal to expedite the next round of permit application plan review.
General Comments
The proposed tenant improvement plans are generally in compliance with all applicable City of
Dublin Zoning Code requirements. However, the shell building permit set and all related site
improvement plans have not been approved as of this date. Therefore, zoning compliance
cannot be granted to the proposed tenant improvement plans. Please resubmit the tenant plans
after the shell improvement plans have been approved by the City of Dublin. In the interim,
please address the specific comments identified below.
Specific Comments
Separate sign permits will be required for the main identification sign for this location.
Although a sign permit is not typically required for ATM identification signs, they are
subject to restrictions listed in the sign code. The final design of the ATM sign(s)
should be submitted for review by this office before the sign is ordered, shipped, or
installed.
See Sheets E-111 and E-602 regarding the need for catalog cut sheets for light fixtures
L-13 and L-17.
Please feel free to call me at (614) 410-4664 if you have any questions or comments concerning
this review.
Sincerely,
Dave Marshall
Development Review Specialist
DM/df
S/Review Services/Dave/2007/National City Tenant 62007
JAN-30-2008 14:36
: .
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SPEER MECHANICAL
614 261 6330 P.02
Gr9?ci?
Air Balance Report
ENGiNEER:
National City Bank
8680 Perimeter Drive
Dublin, OH 43016
January 29, 200e
Speer Mechanical
600 08k18nd Paric Ave.
Cofumbu=, OH 43214
OPD Ap4ociatee
520 South Main 3t Suite 2531
AKron, OH 44311
GPD Aeeoc(fts
320 Soutl1 Main St. $uite 2531
Akron, OH 44311
The synem bas bcen completely balsnced in accvrdeve w+ith ft plans, spscifirAWons, snd Natianil
standard9 for t+e"g aad bavmcing. Tlk reaulta ore btmin recarde&
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JAN-30-2008 14:35 SPEER MECHANICAL 614 261 6330 P.02
. ?.
NEBB
CERTIFlED TEST, ADJUST, AND
BALANCE REPORT ,
AROJEC7: DATt., 1129/OH
NAME NaHonaf Cily Bar1k
ADDRESS 6880 Perimete? Dr.
Dublin, OH 43016
ARCHITECT:
NAME GPD Associates
ADDRESS 520 South Main Street 5uite 2531
Akron, 0h144311
PHONE 330-572-2100 FAX 330-572•2101
DESIGN ENGINEER:
NAME GPD AssxipteG
ADDRESS 520 Soutlh Main St Suits 2531
Akron, OH 44311
PHON E 330-572?21 00 FAX 334-572-2101
NVAC CONTRAC70R:
NAME Spser Machanical
ADDRESS 600 Osklsnd Park Ave.
Columbua, OH 43214
PHONE 614261-8331 FAX 814281-6330
NEBB TA8 F1 RM
NAME Certlrtep Balancing / Commissfvning SQrvice
AODRESS 1804 Ralsigh Road
Lexingbon, KY 40505
PHONE 859..29S-3217 FAX 650-299-4268
rnID CERYtFICnTION NUMBER: 2749
JAN-30-2008 14:35 SPEER MECHANICAL
614 261 6330 P.03
plFFUSER & 6RILLE TEST SHEET
ProjeCt Na4ional Ciry Bank
6660 PerimeEer Dr.
oete 1108
Page: 1 of 2
Unit #: VAv & Fan Powered VAVS
Pk7n
No LoCa
tion Ouqet
SiZe Free
Area Req'd
CFM RQq'd
Veloci Set
CFM 5et
Velcci Remarfcs
M101 VAV.t
Flow HoOd 50 50 55 55
108 150 150 t 50 150
200 205
FP&1
112 8"ID Flow Hoo4 200 200 190 190
113 10"0 " 400 400 385 385
600 575
FPB-2
101 iU"0 Flow Hood 325 325 320 320
325
325
325
1300 325
325
325 315
345
320
1300 315
345
320
FP8-3
107
106
10"0
Fbw Nood
316
315
316
315
315
310
315
310
105 370
1000 370 350
975 350
G?neral Note: Tha statlc prossure }br the supply duct from RTU needs b be +.BO for boxes to work
nrcan,
JAN-30-2008 14:35 SPEER MECHANICAL
DIFFu:
Prpject
qate
P9ge:
Uni# V.
614 261 6330 P.04
rER & GRILLE TVST SHEE7
National CIly Bank
6880 Perimetar Dr,
1 /09
2 of 2
Fan Powered VAV
Plan
No
Locadon O?ctlet
Size Froe
Areei Req'd
CFM Req'd
VQloci Set
CFM Set
vai '
Remarks
M101 FPe.d
110 8110 Flow Hood 265 265 255 255
111 " " 285 265 270 270
ii0 285 265 255 255
795 7'80
FPB-5
114 8"0 Flow HOOd 200 200 190 190
1?5 „ •, 200 200 215 215
400 405
NCB02
JAN-30-2008 14:36 SPEER MECHANICAL 614 261 6330 P.03
.
, .
NEBB
CERTIFIED TEST, ADJUST, AND
BAL4NCE REPORT
PROJECT:
NAME Ndtbnai City Bank
ADDRESS 6880 Perimeter Dr.
Dublin, OH 43016
OATE: 1l29/08
ARCH ITECT:
NAME GPD Assoclates
ADDRESS 520 South Main $treet Suite 2531
Akron, OH 44311
PHONE 330-572-2100
DESIGN ENGINEER:
NAME GPD AssOCi&tes
ADDRESS 520 Souih Main St. Suite 2531
Akron, OH 44311
PHONE 330 572-2100
HVAC CONTRACTOR:
FAX 330-572-2101
FAX 330-572-2901
NAME Speer Mechenical
ADDRESS 600 Oekland Perk Ave-
Columbus. OH a3214
PHONE 814261-8331 FAX 814-261-6330
NEBB 7AB FI RM
NAME Certified 881encing 1 Commissioning Service
ADDRESS 1a04 Raleigh Road
LexingEon, KY 40605
PHONE 959-299-3217 FAX 859-299-4263
TAB GER7IFICATION NUMBER: 2749
JAN-30-2008 14:37 SPEER MECHANICAL 614 261 6330 P.04
w
DIFFUSER & GRlllE TES7 SHEET
project Natipnal City Bank
6890 Perimeter Dr.
Date 1 /08
Pege: 1 oe z
Unit #; VAV & Fan Povrored VAVS
Plan
Ne
M10i
Lccation
vAV-1 Uutlot
Size Free
Arca Req'd
CFM F?eq'd
Veloci Set
CFM ?t
Velocl Remarks
109
10e 8"W Flpw 1-taod 50
150 50
150 55
150 55
150
200 205
FPB-1
112 e"0 Flvw Hood 200 200 190 190
113 1910 " 400 400 385 385
800 575
FP6-2
101 10"0 Flow Hood 325 325 320 320
325 325 315 315
325 325 345 345
325 325 320 320
1300 1300
FPB-3
907 10"0 Fbw HoOd 316 315 315 315
10e 315 315 310 310
105 370 370 350 350
tOQO 975
Genera{ Note: 7ha statlc pressute for the supply duct trom RTU needs m be +,80 for boxes to work
NCBU1
JAN-30-2008 14:37 SPEER MECHANICAL 614 261 6330 P.05
r
DIFFUSER & GRILLE TEST SHEET
Project Nalionai City Bank
6880 Perimetor Dc
Oate 1105
Pege: 2 of 2
Unit 0: Fan Powered VAV
Plan
No. LocaHon Qutlet
Sixe Free
Wea Raq'd
CFM Req'd
VQ1oCi Set
CFM Set
VeloCi Remarks
M101 FPB-4
110 8"0 Flow Hood 265 265 255 255
111 " " 285 265 270 270
110 285 265 255 255
795 780
FP8-5
114 9'121 Flow Hood 200 200 190 194
Zpp 200 215 215
400 405
ntwnud
JAN-30-2008 14:37 SPEER MECHANICAL 614 261 6330 P.06
EXHAUST F'AN DATA SHEET
Project: National City 6ank
5680 perimeter Or.
Date: 1 /08
Page; 1 of ?.
SYSTEM EF-1
Equipment Location Above Ceiling 112
Area Served Telecom 112
Equipment Manufacturer Cook
Model Gemini 190
Seria) Number NIA
S Acihed Actual
7otal CFM - Fan 200 205
7otal CFM - Outlet 200 205
Extemal S.P.' (inches H20) .25 ,18
Inlet Pressure N/A -
Discharge Pressure N/A *.1 B
Fan RPM N/A Dlrect D?ive
S eCified /1Ctusl
[MpRnr Manufacturer Fsseo Faaco
Motor NP/BHP N/A NIA
Phasc. 1 1
Voltage 115 120
Amperage 2.7 2_ 15
Motor RPM 1550 1550
Motor 5ervice Factor N/A N/A
StarEer Weater Elemants Thermalty Protected
Motor Sheave/No Grooves Fan Sheave/IVO. Groovea Dlrect Dr(ve
Belta CL:
•Na aiwaya roQulred or aRplicable_
ad
Act?tAl
lA
CL:
Remarks:
NCB03
JAN-30-2008 14:37
. a
SPEER MECHANICAL
614 261 6330 P.07
0{FFUSER & GRIL(,F- TEST SHeET
Pro)ect Natanal Clty E34nk
BBeQ PaKmoter Dr.
Dete 1l08
Page: 2 ot2
Unitt Fxhaust
Plan Outlet Frea Raq'a
?0??? Req'd Set ?t
N0.
Size Af+es CI=M
r
Rema ks
Vel ' CFM Veloci
M141 172 11X9 .55 200 364 205 372 EF-1
NC804
TOTAL P.67
D. Compact Fluorescent Lamps: 4-Pin, low mercury, CRI 80 (minimum), color temperature
4000 K, average rated life of 10,000 hours at 3 hours operation per start.
1. 13 W: T4, double or triple tube, rated 900 initial lumens (minimum).
2. 18 W: T4, double or triple tube, rated 1200 initial lumens (minimum).
3. 26 W: T4, double or triple tube, rated 1800 initial lumens (minimum).
4. 32 W: T4, triple tube, rated 2400 initial lumens (minimum).
5. 42 W: T4, triple tube, rated 3200 initial lumens (minimum).
6. 55 W: T4, triple tube, rated 4300 initial lumens (minimum).
E. High-Pressure Sodium Lamps: ANSI C78.42, CRI 21 (minimum), color temperature
1900 K, and average rated life of 24,000 hours, minimum.
F. Metal-Halide Lamps: ANSI C78.1372, with a minimum CRI 65, and color temperature
4000 K.
G. Pulse-Start, Metal-Halide Lamps: Minimum CRI 65, and color temperature 4000 K.
H. Ceramic, Pulse-Start, Metal-Halide Lamps: Minimum CRI 80, and color temperature 4000
K.
` PART 3 - EXECUTION
.
n
3.1 INSTALLATION
A. Set units level, plumb, and square with ceiling and walls, and secure.
B. Support for Recessed and Semirecessed Grid-Type Fluorescent Fixtures:
1. fnstall ceiling support system wires at a minimum of 4 wires for each fixture, located
not more than 6 inches from fixture corners.
2. Support Clips: Fasten to fixtures and to ceiling grid members at or near each fixture
corner with clips that are UL listed for the application.
C. Suspended Lighting Fixture Support:
1. Pendants and Rods: Where longer than 48 inches, brace to limit swinging.
2. Stem-Mounted, Single-Unit Fixtures: Suspend with twin-stem hangers.
3. Continuous Rows: Use tubing or stem for wiring at one point and tubing or rod for
suspension for each unit length of fixture chassis, including one at each end.
D. Air-Handling Fixtures: Install with dampers closed.
E. Adjust aimable lighting fixtures to provide required light intensities.
F. Lamping: Where specific lamp designations are not indicated, lamp units according to
i manufacturer's written instructions.
'r
?
LIGHTING 265000 - 3
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
END OF SECTION 265000
-tw
LIGHTING 265000 - 4
NATIONAL CITY BANK- Dubiin, OH Job No. 2006090.07 6/12/07
3. Test Push Button and Indicator Light: Visible and accessible without opening fixture
or entering ceiling space.
4. Battery: Sealed, maintenance-free, nickel-cadmium type.
5. Charger: Fully automatic, solid-state, constant-current type with sealed power
transfer relay.
D. Ballasts for Metal-Halide Lamps:
1. Electromagnetic: Comply with ANSI C82.4 and UL 1029,
a. Constant-wattage autotransformer or regulating high-power-factor type.
2.2 EXIT SIGNS
A. Internally Lighted Signs: Comply with UL 924; for sign colors and lettering size, comply
with authorities having jurisdiction
1. Lamps for AC Operation: Light emitting diodes, 70,000 hours minimum of rated
lamp life.
P
? 2.3 EMERGENCY LIGHTING UNITS
A. Description: Self-contained units complying with UL 924.
1. Battery: Sealed, maintenance-free, lead-acid type.
2. Charger: Fully automatic, solid-state type with sealed transfer relay.
3. Test Push Button: Push-to-test type, in unit housing, simulates loss of normal power
and demonstrates unit operability.
4. LED Indicator Light: Indicates normal power on. Normal glow indicates trickle
charge; bright glow indicates charging at end of discharge cycle.
2.4 LAMPS
A. Low-Mercury Fluorescent Lamps: Comply with the EPA's toxic characteristic leaching
procedure test, and yield less than 0.2 mg of inercury per liter, when tested according to
NEMA LL 1.
B. T8 Rapid-Start Low-Mercury Fluorescent Lamps: Rated 32 W maximum, nominal length
48 inches, 2800 initial lumens (minimum), CRI of 75 (minimum), color temperature of
4000 K, and average rated life of 20,000 hours unless otherwise indicated.
C. T5 Rapid-Start Low-Mercury Fluorescent Lamps: Rated 40 W maximum, nominal length
of 24 inches, 3150 initial lumens (minimum), CRI of 80 (minimum), color temperature of
4000 K, and average rated life of 20,000 hours unless otherwise indicated.
?
Y
1
LIGHTING 265000 - 2
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
C r7 ` olOO 14A
° SPECIFICATIONS
For
RECEIVEDNATiONAL CITY BANK
JUN 14 2001 Dublin, OH
BUIL ITDING
OF DUBLINN
GPD GROUP
r
Date: 6/8/07
Job No. 2006090.07
?
?
TABLE OF CONTENTS
.
1
?
r
DRAWING INDEX
TITLE SHEET
G-001 ........ Title and Code Information Sheet ........................................................................................6/7/08
G-002 ........ Scope of Work ................................................................................................................... 6/7/08
ARCHITECTURAL
A-101 ......... Floor Plan ..........................................................................................................................6/7/08
A-111 ......... Reflected Ceiling Plan ........................................................................................................6/7/08
A-201 ......... Exterior Elevations .............................................................................................................6/7/08
A-301 ......... Building Sections ................................................................................................................6/7/08
A-302......... Exterior Sections and Elevation ...........................................................................................6/7/08
A-501 ......... Details ................................................................................................................................6/7/08
A-601 ......... Door Schedule and Details .................................................................................................6/7/08
A-611 ......... Interior Finish Schedules .....................................................................................................6/7/08
INTERIOR
I-101 .......... Finish Floor Plan ................................................................................................................6/7/08
I-201 .......... Interior Elevations ..............................................................................................................6/7/08
I-202 .......... Interior Elevations ...............................................................................................................6/7/08
I-203 .......... Interior Elevations ...............................................................................................................6/7/08
I-301 .......... Interior Wall Sections .........................................................................................................6/7/08
IQ-101 ....... Furniture Plan .....................................................................................................................6/7/08
IQ-102 ....... Furniture Schedule .............................................................................................................6/7/08
EQUI PMENT
QM-101 ..... Marketing Pian ..................................................................................................................6/7/08
PLUMBING
P-101 ......... Plumbing Plan ............................................................................•••.......-••--...........••-•----•••..6/7/08
MECHANICAL
M-101 ........ Mechanical Plan .................................................................................................................6/7/08
M-501 ........ Mechanical Details and Schedules ......................................................................................6/7/08
ELECTRICAL
E-001 ......... Electrical Legends and Notes ............................................
E-101 ......... Power Plan .......................................................................
E-102 ......... Systems Plan .....................................................................
E-111 ......... Lighting Plan .....................................................................
E-501 ......... Electrical Details ..........................................
................. ....
E-502 ......... Electrical Details ...........................................
............ ........
E-601 ......... Panel Schedules ................................................................
E-602 ......... Lighting Fixture Schedule .................................................
SHOP DRAWINGS
................................................ 6/7/08
................................................ 6/7/08
................................................ 6/7/08
................................................ 6/7/08
................................................ 6/7/08
................................................ 6/7/08
................................................ 6/7/08
................................................ 6/7/08
Z-101 ......... Diebold and Hamilton Equipment Plan .................................
Z-111 ......... Diebold Electronic Security Layout ........................................
Z-401 ......... Diebold Undercounter Layout ...............................................
TABLE OF CONTENTS
NATIONAL CI7Y BANK - Dublin, OH
Job No. 2006090.07
......................................... 6/7/08
......................................... 6/7/08
......................................... 6/7/08
6/7/OS
Z-501 ......... Diebold Drive-thru Details .................................................................................................6/7/08
Z-502......... Diebold Traffic Control Signage Details ..............................................................................6/7/08
? Z-503 ......... Diebold Money Safe Details ...............................................................................................6/7/08
Z-504......... Diebold ATM Details ..........................................................................................................6/7/08
Z-601 ......... Diebold Electronic Security Riser ........................................................................................6/7/08
ZH-101 ...... Night Deposit Plan and Details ...........................................................................................6/7/08
SPECIFICATION INDEX
DIVISION 1 - GENERAL REQUIREMENTS
SUBMITTAL ITEM REQUIREMENTS ....................................................................................................... 2
001300 ...... ADMINISTRATIVE REQUIREMENTS .................................................................................. 3
001600...... PRODUCT REQUIREMENTS .............................................................................................. 3
001701 ...... EXECUTION AND CLOSEOUT REQUIREMENTS ............................................................... 3
DIVISION 2 - SITE CONSTRUCTION
NON APPLICABLE
DIVISION 3 - CONCRETE
r
NON APPLICABLE
? DIVISION 4 - MASONRY
NON APPLICABLE
DIVISION 5 - METALS
NON APPLICABLE
DIVISION 6- WOOD AND PLASTICS
061000...... ROUGH CARPENTRY ........................................................................................................ 3
062000 ...... FINISH CARPENTRY .......................................................................................................... 2
064023 ...... INTERIOR ARCHITECTURAL WOODWORK ..................................................................... 4
DIVISION 7- THERMAL AND MOISTURE PROTECTION
072100 ...... THERMAL INSULATION .................................................................................................... 2
079200...... JOINT SEALANTS ............................................................................................................... 2
DIVISION 8- DOORS AND WINDOWS
081113 ...... HOLLOW METAL DOORS AND FRAMES ......................................................................... 2
081416 ...... FLUSH WOOD DOORS .................................................................................................... 2
087100 ...... DOOR HARDWARE .......................................................................................................... 2
088000...... GLAZING ........................................................................................................................... 2
DIVISION 9 - FINISHES
092216 ...... NON-STRUCTURAL METAL FRAMING ............................................................................. 2
092900 ...... GYPSUM BOARD .............................................................................................................. 2
092216...... NON-STRUCTURAL METAL FRAMING ............................................................................. 2
. 093000 ...... CERAMIC TILE .................................................................................................................... 3
.
095113 ......
ACOUSTICAL PANEL CEILINGS ........................................................................................
3
? 096519 ...... RESILIENT TILE FLOORING ............................................................................................... 2
TABLE OF CONTENTS 2
NATIONAL CI7 Y BANK - Dublin, OH Job No. 2006090.07 6h/08
096813 ...... TILE CARPETING ................................................................................................................ 1
099100...... PAINTING .......................................................................................................................... 3
D
NOT APPLICABLE
DIVISION 10 - SPECIALTIES
DIVISION 11 - EQUIPMENT
NOT APPLICABLE
DIVISION 12 - FURNISHINGS
122113 ...... ROLLER SHADES ............................................................................................................... 2
138510...... FIRE ALARM ....................................................................................................................... 2
DIVISION 13 - SPECIAL CONSTRUCTION
DIVISION 21 - FIRE SUPPRESSION
210500...... COMMON WORK RESULTS FOR FIRE SUPPRESSION ...................................................... 2
211000...... WATER-BASED FIRE-SUPPRESSION SYSTEMS ................................................................... 5
DIVISION 22 - PLUMBING
220500 ...... COMMON WORK RESULTS FOR PLUMBING .................................................................. 4
220523 ...... GENERAL-DUTY VALVES FOR PLUMBING PIPING .......................................................... 1
220700...... PLUMBING INSULATION .................................................................................................. 2
' 221116...... DOMESTIC WATER PIPING ............................................................................................... 3
221316 ...... SANITARY WASTE AND VENT PIPING .............................................................................. 2
224000 ...... PLUMBING FIXTURES ....................................................................................................... 2
!
DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING
230500 ...... COMMON WORK RESULTS FOR HVAC ........................................................................... 4
230593 ...... TESTING, ADJUSTING, AND BALANCING FOR HVAC .................................................... 3
230700 ...... HVAC INSULATION .......................................................................................................... 3
233100 ...... HVAC DUCTS AND CASINGS ........................................................................................... 2
233423 ...... HVAC POWER VENTILATORS ........................................................................................... 2
233600 ...... AIR TERMINAL UNITS ....................................................................................................... 3
233713 ...... DIFFUSERS, REGISTERS, AND GRILLES ............................................................................. 1
DIVISION 26 - ELECTRICAL
260500...... COMMON WORK RESULTS FOR ELECTRICAL .................................................................10
260923 ...... LIGHTING CONTROL DEVICES ........................................................................................ 3
262416 ...... PANELBOARDS ................................................................................................................. 2
262713 ...... ELECfRICITY METERING ................................................................................................... 1
262726 ...... WIRING DEVICES .............................................................................................................. 3
262816...... ENCLOSED SWITCHES ...................................................................................................... 2
265000...... LIGHTING .......................................................................................................................... 3
END OF SECTION
IF
TABLE OF CONTENTS 3
NATIONAL CI1Y BANK - Dublin, OH Job No. 2006090.07
6/7/OS
SECTION 001300 - ADMINISTRATIVE REQUIREMENTS
?
PART 1 - GENERAL
1.1 PROJECT MANAGEMENT AND COORDINATION
A. Coordinate construction to ensure efficient and orderly installation of each part of the
Work.
B. Conduct progress meetings at Project site every two weeks. Coordinate with Construction
Manager for meeting dates and times. Require attendance of each subcontractor or other
entity concerned with current progress or involved with planning or coordination of future
activities.
1. Record minutes and distribute to parties involved, including Owner and Architect.
1.2 SUBMITTAL PROCEDURES
' A. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals,
and related activities that require sequential activity.
? 1. No extension of the Contract Time will be authorized because of failure to transmit
submittals enough in advance of the Work to permit processing.
2. Architect will not accept submittals from sources other than Contractor.
3. Identify deviations from the Contract Documents.
4. Submit four copies of each submittal.
B. Place a permanent label or title block on each submittal for identification. Provide a 4- by
5-inch space on the label or beside title block to record review and approval markings and
action taken. Include the following information on the label:
1. Project name.
2. Date.
3. Name and address of Contractor.
4. Name and address of subcontractor or supplier.
5. Number and title of appropriate Specification Section.
C. Architect will review each action submittal, mark as appropriate to indicate action taken,
and return copies less those retained. Compliance with specified requirements remains
Contractor's responsibility.
D. Construction Schedule Submittal Procedure:
1. Submit schedule within fourteen days after date established for Commencement of
" the Work. Distribute copies to Construction Manager, Architect, subcontractors,
? and parties required to comply with dates.
?
PRODUCT REQUIREMENTS 001300 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
2. Revise the schedule after each meeting or activity where revisions have been made.
As Work progresses, mark each bar to indicate actual completion. Distribute
' revised copies to Construction Manager, Architect, subcontractors, and parties
required to comply with dates.
PART 2 - PRODUCTS
2.1 ACTION SUBMITTALS
A. Product Data: Mark each copy to show applicable choices and options. Include the
following:
1. Data indicating compliance with specified standards and requirements.
2. Notation of coordination requirements.
3. For equipment data, include rated capacities, dimensions, weights, required
clearances, and furnished specialties and accessories.
rA
B. Shop Drawings: Submit Project-specific information drawn to scale. Do not base Shop
Drawings on reproductions of the Contract Documents or standard printed data. Submit 4
prints on sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches. Architect
will return the reproducible print. Include the following:
1. Dimensions, profiles, methods of attachment, large scale details, and other
information, as appropriate for the Work.
2. Identification of products and materials.
3. Notation of coordination requirements.
4. Notation of dimensions established by field measurement.
C. C. Samples: Submit Samples finished as specified and identical with the material
proposed. Where variations are inherent in the material, submit sufficient units to show
full range of the variations. Include name of manufacturer and product name on label.
2.2 INFORMATION SUBMITTALS
A. Construction Schedule: Prepare a horizontal bar-chart Contractor's construction schedule.
1. Provide a separate time bar for each activity, using same breakdown of Work
indicated in the Schedule of Values, and a vertical line to identify the first workday
of each week.
2. Coordinate each element with other activities. Show each activity in proper
sequence. Indicate sequences necessary for completion of related Work.
3. Indicate Substantial Completion and allow time for Architect's procedures necessary
for certifying Substantial Completion.
.
+
B. Product Certificates: Prepare written statements on manufacturer's letterhead certifying
that product complies with requirements.
PRODUCT REQUIREMENTS
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07
001300 - 2
6/12/07
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 001300
PRODUCT REQUIREMENTS 001300 - 3
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 001600 - PRODUCT REQUIREMENTS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Provide products of same kind from a single source. The term "product" includes the
terms "material," "equipment," "system," and similar terms.
B. Product Substitutions: Substitutions include products and methods of construction
differing from that required by the Contract Documents and proposed by Contractor after
award of the Contract.
1. Submit four copies of each request for product substitution.
2. Submit requests within four days after signing the Contract.
3. Submit requests in time to permit processing of request and subsequent submittals,
if any, sufficiently in advance of when materials are required in the Work. Do not
submit unapproved substitutions on Shop Drawings or other submittals.
4. Identify product to be replaced and provide complete documentation showing
compliance of proposed substitution with applicable requirements. Include a full
comparison with the specified product, a list of changes to other Work required to
accommodate the substitution, and any proposed changes in the Contract Sum or
the Contract Time should the substitution be accepted.
5. Architect will review the proposed substitution and notify Contractor of its
acceptance or rejection.
C. Comparable Product Submittal:
1. Submit four copies of each request for approval of products as comparable to basis-
of-design products. Submit requests in time to permit processing of request and
subsequent submittals, if any, sufficiently in advance of when materials are required
in the Work. Do not submit unapproved products on Shop Drawings or other
submittals.
2. Identify product to be replaced and provide complete documentation showing
compliance of proposed product with applicable requirements. Include a full
comparison with the specified product and benefit to the Owner for said substation
(i.e., cost savings, delivery schedule, or higher quality).
3. Architect will review the proposed product and notify Contractor of its acceptance
or rejection.
D. Deliver, store, and handle products using means and methods that will prevent damage,
deterioration, and loss, including theft. Comply with manufacturer's written instructions.
1. Schedule delivery to minimize long-term storage at Project site and to prevent
overcrowding of construction spaces.
PRODUCT REQUIREMENTS 001600 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
2. Deliver products to Project site in manufacturer's original sealed
packaging, complete with labels and instructions for handling, storing
protecting, and installing.
3. Inspect products on delivery to ensure compliance with the Contraci
and to ensure that produds are undamaged and properiy protected.
4. Store materials in a manner that will not endanger Project structure.
5. Store products that are subject to damage by the elements, under
weathertight enclosure above ground, with ventilation adequate
condensation.
PART 2 - PRODUCTS
2.1 PRODUCT OPTIONS
container or
, unpacking,
Documents
cove r i n a
to prevent
A. Provide products that comply with the Contract Documents, are undamaged, and are new
at the time of installation.
1. Provide products complete with accessories, trim, finish, and other devices and
components needed for a complete installation and the intended use and effect.
B. Select products to comply with all of the following that are applicable:
1. Where only a single product or manufacturer is named, provide the item indicated.
No substitutions will be permitted.
2. Where two or more products or manufacturers are named, provide one of the items
indicated. No substitutions will be permitted.
3. Where products or manufacturers are specified by name, accompanied by the term
"available products" or "available manufacturers," provide one of the named items
or comply with provisions for "comparable product" to obtain approval for use of an
unnamed product or manufacturer.
4. Where a single product is named as the "basis-of-design" together with the names of
other manufacturers, provide the named product or comply with provisions for
"comparable product submittal" to obtain approval for use of a product of one of the
other named manufacturers.
5. Where a single product is named as the "basis-of-design" and no other
manufacturers are named, provide the named product or comply with provisions for
"comparable product submittal" to obtain approval for use of a product of another
manufacturer.
6. Where a product is described with required characteristics, provide a product that
complies with those characteristics.
7. Where compliance with performance requirements is specified, provide products
that comply and are recommended in writing by the manufacturer for the
application.
8. Where compliance with codes, regulations, or standards, is specified, select a
product that complies with the codes, regulations, or standards referenced.
.i
PRODUCT REQUIREMENTS 001600 - 2
NATIONAL C1TY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
? C. Unless otherwise indicated, Architect will select color, pattern, and texture of each
product from manufacturer's full range of options that includes both standard and
' premium items.
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01600
PRODUCT REQUIREMENTS 001600 - 3
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 001701 - EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1 - GENERAL
1.1 CLOSEOUT SUBMITTALS
A. Record Drawings: Maintain a set of the Contract Drawings as Record Drawings. Mark to
show installation that varies from the Work originaliy shown.
B. Operation and Maintenance Data: Organize data into three-ring binders with
identification on front and spine of each binder and pocket folders for folded sheet
information. . Include the following:
1. Manufacturer's operation and maintenance brochures.
2. Emergency instructions.
3. Spare parts list.
4. Wiring diagrams.
5. Copies of warranties.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 EXAMINATION AND PREPARATION
A. Examine substrates and conditions for compliance with manufacturer's written
requirements including, but not limited to, surfaces that are sound, level, plumb, smooth,
clean, and free of deleterious substances; substrates within installation tolerances; and
application conditions within environmental limits. Proceed with installation only after
unsatisfactory conditions have been corrected.
B. Verify layout information shown on Drawings, in relation to property survey and existing
benchmarks, before laying out the Work.
C. Prepare substrates and adjoining surfaces according to manufacturer's written instructions,
including, but not limited to, filler and primer application.
D. Take field measurements as required to fit the Work properly. Where fabricated products
are to be fitted to other construction, verify dimensions by field measurement before
fabricating and, when possible, allow for fitting and trimming during installation.
EXECUTION AND CLOSEOUT REQUIREMENT$ 001701 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
4. Submit Record Drawings and Specifications, operation and maintenance manuals,
and similar final record information.
5. Provide copy of HVAC balance reports.
6. Deliver tools, spare parts, extra materials, and similar items.
7. Changeover locks and transmit keys to Owner.
8. Complete startup testing of systems and instruction of operation and maintenance
personnel.
9. Remove temporary facilities and controls.
10. Advise Owner of changeover information related to Owner's occupancy, operation,
and maintenance.
11. Complete final cleaning requirements, including touchup painting.
12. Touch up and otherwise repair and restore marred exposed finishes to eliminate
visual defects.
B. On receipt of a request for inspection, Architect will proceed with inspection or advise
Contractor of unfulfilled requirements. Architect will prepare the Certificate of Substantial
Completion after inspection or advise Contractor of items that must be completed or
corrected before the certificate will be issued.
C. Request inspection for certification of Fina) Completion, once the following are complete:
- 1. Submit a copy of Substantial Completion inspection list stating that each item has
been completed or otherwise resolved for acceptance.
2. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
' equipment, and systems.
D. Architect and Construction Manager will reinspect the Work on receipt of notice that the
Work has been completed.
1. On completion of reinspection, Construction Manager will prepare a final
Certificate for Payment. If the Work is incomplete, Architect and Construction
Manager will advise Contractor of the Work that is incomplete or obligations that
have not yet been fulfilled.
3.6 DEMONSTRATION AND TRAINING
A. Provide experienced instructors for each piece of equipment that requires operation and
maintenance to provide instruction to Owner's personnel. Include a detailed review of
the following:
1. Include instruction for system design and operational philosophy, review of
documentation, operations, adjustments, troubleshooting, maintenance, and repair.
END OF SECTION 001700
EXECUTION AND CLOSEOUT REQUIREMENTS 001701 - 3
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 061000 - ROUGH CARPENTRY
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittais: Material Certificates: For dimension lumber specified to comply with
minimum allowable unit stresses. Indicate species and grade selected for each use and
design values approved by the ALSC Board of Review. For laminated veneer lumber
specified to comply with minimum allowable unit stresses.
PART 2 - PRODUCTS
2.1 WOOD PRODUCTS, GENERAL
A. Lumber: Provide dressed lumber, S4S, marked with grade stamp of inspection agency.
' B. Engineered Wood Products: Acceptable to authorities having jurisdiction and for which
current model code research or evaluation reports exist that show compliance with
, building code in effect for Project.
2.2 TREATED MATERIALS
A. Preservative-Treated Materials: AWPA C2.
1. Use treatment containing no arsenic or chromium.
2. Kiln-dry lumber after treatment to a maximum moisture content of 19 percent.
3. Mark lumber with treatment quality mark of an inspection agency approved by the
ALSC Board of Review.
B. Provide preservative-treated materials for
1. Wood members in connection with roofing, flashing, vapor barriers, and
waterproofing.
2. Concealed members in contact with masonry or concrete.
3. Wood floor plates that are installed over concrete slabs-on-grade.
2.3 LUMBER
A. Dimension Lumber:
_ 1. Maximum Moisture Content: 19 percent.
2. Non-Load-Bearing Interior Partitions: Construction or No. 2.
3. Framing Other Than Non-Load-Bearing Partitions: As noted on structural drawings.
ROUGH CARPENTRY 061000 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
B. Miscellaneous Lumber: Construction, or No. 2 grade with 19 percent maximum moisture
content of any species. Provide for nailers, blocking, and similar members.
2.4 ENGINEERED WOOD PRODUCTS
A. Engineered wood products with allowable design stresses, as published by manufacturer,
that meet or exceed those indicated. Manufacturer's published values shall be
demonstrated by comprehensive testing.
B. Laminated-Veneer Lumber: Manufactured with exterior-type adhesive complying with
ASTM D 2559. Allowable design values determined according to ASTM D 5456.
1. Extreme Fiber Stress in Bending, Edgewise: 2,600 psi for 12-inch nominal- depth
members.
2. Modulus of Elasticity, Edgewise: 1,900,000 psi.
2.5 PLYWOOD BACKING PANELS
A. Telephone and Electrical Equipment Backing Panels: Plywood, Exposure 1, C-D Plugged,
fire-retardant treated, not less than 1/2 inch thick.
2.6 MISCELLANEOUS PRODUCTS
A. Fasteners: Size and type indicated. Where rough carpentry is exposed to weather, in
ground contact, or in area of high relative humidiry, provide fasteners with hot-dip zinc
coating complying with ASTM A 153.
1. Power-Driven Fasteners: CABO NER-272.
2. Bolts: Steel bolts complying with ASTM A 307, Grade A(ASTM F 568, Property
Class 4.6); with ASTM A 563 hex nuts and, where indicated, flat washers.
B. Metal Framing Anchors: Structural capacity, type, and size indicated.
1. Use anchors made from hot-dip galvanized steel complying with
ASTM A 653/A 653M, G60 (Z180) coating designation for interior locations where
stainless steel is not indicated.
2. Use anchors made from stainless steel complying with ASTM A 666, Type 304 for
exterior locations and where indicated.
C. Sill-Sealer: Glass-fiber insulation, 1-inch thick, compressible to 1/32 inch.
ROUGH CARPENTRY 061000 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
PART 3 - EXECUTION
3.1 INSTALLATION
A. Set rough carpentry to required (evels and lines, with members plumb, true to line, cut,
and fitted. Locate nailers, blocking, and similar supports to compiy with requirements for
attaching other construction.
B. Securely attach rough carpentry to substrates, complying with the following:
1. CABO NER-272 for power-driven fasteners.
2. Published requirements of inetal framing anchor manufacturer.
3. Per the "Recommended Fastening Schedule" in the referenced building code.
END OF SECTION 06100
ROUGH CARPENTRY 061000 - 3
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
SECTION 062000 - FINISH CARPENTRY
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating Finish Carpentry will be suppiied as
specified.
PART 2 - PRODUCTS
2.1 MATERIALS, GENERAL
A. Lumber: DOC PS 20 and grading rules of inspection agencies certified by
American Lumber Standards Committee Board of Review.
B. Softwood Plywood: DOC PS 1.
C. Hardwood Plywood: HPVA HP-1.
? D. MDF: ANSI A208.2, Grade 130, made with binder containing no urea-
formaldehyde resin.
E. Particleboard: ANSI A208.1, Grade M-2, made with binder containing no urea-
formaldehyde resin.
F. Melamine-Faced Particleboard: Particleboard complying with ANSI A208.1,
Grade M-2, finished on both faces with thermally fused, melamine-impregnated
decorative paper complying with LMA SAT-1.
PART 3 - EXECUTION
3.1 INSTALLATION
A. General: Comply with manufacturer's product data, including product technical
data, product catalog, installation instructions, and product cartoon instructions for
installation.
B. Prime and backprime lumber for painted finish exposed on the exterior.
. C. Install finish carpentry level, plumb, true, and aligned with adjacent materials.
Scribe and cut to fit adjoining work. Refinish and seal cuts.
FINISH CARPENTRY 062000 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
D. Install standing and running trim with minimum number of joints practical, using
full-length pieces from maximum lengths of lumber available. Stagger joints in
adjacent and related trim. Cope at returns and miter at corners.
END OF SECTION 062000
FINISH CARPENTRY 062000 - 2
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 064023 - INTERIOR ARCHITECTURAL WOODWORK
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating Interior Architectural Woodwork will be supplied as
specified.
B. Quality Standard: Architectural Woodwork Institute's "Architectural Woodwork Quality
Standards."
C. Environmental Limitations: Do not deliver or install woodwork until building is enclosed,
wet work is completed, and HVAC system is operating.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Hardboard: AHA A135.4.
B. Medium-Density Fiberboard: ANS) A208.2, Grade 130.
C. Particleboard: ANSI A208.1, Grade M-2.
D. Softwood Plywood: DOC PS 1.
E. Hardwood Plywood and Face Veneers: HPVA HP-1.
F. Thermoset Decorative Panels: Comply with LMA SAT - 1.
G. High-Pressure Decorative Laminate: NEMA LD 3.
1. Products:
a. Formica Corporation.
b. Wilsonart International
2.2 CABINET HARDWARE AND ACCESSORY MATERIALS
A. Hardware Standards: Comply with BHMA A156 series standards.
' B. Exposed Hardware Finishes: Comply with BHMA A156.18 for BHMA code number
indicated.
INTERIOR ARCHITECTURAL WOODWORK 064023 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
1. Finish: Satin Chrome: BHMA 626 or BHMA 652 or Satin Stainless Steel:
BHMA 630.
C. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln dried
to 15 percent moisture content.
2.3 INTERIOR WOODWORK
A. Complete fabrication before shipping to Project site to maximum extent possible.
Disassemble only as needed for shipping and installing. Where necessary for fitting at
Project site, provide for scribing and trimming.
B. Backout or groove backs of flat trim members, kerf backs of other wide, flat members,
except for members with ends exposed in finished Work.
C. Interior Standing and Running Trim for Transparent Finish: Hand Select Premium grade.
D. Interior Standing and Running Trim for Opaque Finish: Hand Select Premium grade,
made from any closed-grain hardwood.
E. Laminate-Clad Cabinets (Plastic-Covered Casework): Custom grade.
1. AWI Type of Cabinet Construction: Flush overlay.
2. Laminate Cladding: Horizontal surfaces other than tops, HGS; postformed surfaces,
HGP; vertical surfaces, HGS; Edges, HGS; semiexposed surfaces, thermoset
decorative overlay.
3. Drawer Sides and Backs: Thermoset decorative overlay.
4. Drawer Bottoms: Thermoset decorative overlay.
F. Plastic-Laminate Countertops: Custom grade.
1. Laminate Grade: HGS for flat countertops.
2. Grain Direction: Parallel to cabinet fronts.
3. Edge Treatment: Same as laminate cladding on horizontal surfaces.
G. Solid-Surfacing Material Countertops: Custom grade.
1. Fabricate tops in one piece with shop-applied backsplashes and edges.
2. Solid-Surfacing Material Thickness: 1/2 inch.
2.4 SHOP FINISHING OF INTERIOR ARCHITECTURAL WOODWORK
A. Finishes: Same grades as items to be finished.
B. Finish architectural woodwork at the fabrication shop; defer only final touch up until after
installation.
INTERIOR ARCHITECTURAL WOODWORK 064023 - 2
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
• 1. Apply one coat of sealer or primer to concealed surfaces of woodwork. Apply two
coats to back of paneling.
2. Apply a vinyl wash coat to woodwork made from closed-grain wood before staining
and finishing.
3. After staining, if any, apply paste wood filler to open-grain woods and wipe off
excess. Tint filler to match stained wood.
C. Transparent Finish: AWI Finish System TR-6, catalyzed polyurethane.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Condition woodwork to prevailing conditions before installing.
B. Install woodwork to comply with AWI Section 1700].
C. Install woodwork level, plumb, true, and straight. Shim as required with concealed shims.
- Install to a tolerance of 1/8 inch in 96 inches for level, plumb and straight.
, D. Scribe and cut woodwork to fit adjoining work, seal cut surfaces, and repair damaged
finish at cuts.
E. Install trim with minimum number of joints possible, using full-length pieces to greatest
extent possible. Stagger joints in adjacent and related members.
F. Anchor countertops securely to base units. Seal space between backsplash and wall.
G. Anchor paneling to supports with concealed panel-hanger clips and by blind nailing on
back-up strips, splined-connection strips, and similar associated trim and framing.
3.2 CABINET HARDWARE AND ACCESSORY SCHEDULE
A. Butt Hinges: 2-3/4-inch, 5-knuckle steel hinges made from 0.095-inch- thick metal;
BHMA A156.9, B01361 for flush doors and BHMA A156.9, B01521 for overlay doors.
B. Concealed (European-Type) Hinges: BHMA A156.9, B01602.
C. Pulls: Wire pulls, 4 inches long, 5/16 inches in diameter, brushed chrome.
D. Adjustable Shelf Standards: BHMA A156.9, B04071; with shelf rests, BHMA A156.9,
B04081.
. E. Drawer Slides: Side-mounted, zinc-plated steel drawer slides with steel ball bearings,
complying with BHMA A156.9, Grade 1 and rated for the following loads:
' 1. Box Drawer Slides: 75 Ibf.
INTERIOR ARCHITECTURAL WOODWORK 064023 - 3
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
Grommets for Cable Passage through Countertops: black, molded-plastic grommets with
black plastic cap. Size indicated on drawings.
END OF SECTION 064023
INTERIOR ARCHITECTURAL WOODWORK 064023 - 4
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 072100 - THERMAL INSULATION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Surface-Burning Characteristics: ASTM E 84, and as follows:
1. Flame-Spread Index: 25 or less where exposed; otherwise, as indicated in Part 2
"Insulation Products" Article.
2. Smoked-Developed Index: 450 or less.
PART 2 - PRODUCTS
2.1 INSULATION PRODUCTS
A. Extruded-Polystyrene Board Insulation: ASTM C 578, Type IV with flame-spread index of
' 75 or (ess.
B. Foil-Faced Polyi socyan u rate Board Insulation: ASTM C 1289, Type I, Class 1 or 2, faced
? on both sides with aluminum foil, with flame-spread index of 75 or less for unfaced core
material.
C. Mineral-Fiber-Blanket Insulation: ASTM C 665, Type III, Class A, foil faced on 1 side with
fibers manufactured from glass, with flame-spread index of 25 or less.
2.2 ACCESSORIES
A. Vapor Retarder: Polyethylene Foil-polyester film, 10 mil thick.
B. Eave Ventilation Troughs: Preformed, rigid fiberboard or plastic sheets designed to fit
between roof framing members and to provide cross-ventilation between attic spaces and
vented eaves.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install insulation in areas and in thicknesses indicated or required to produce R-values
indicated. Cut and fit tightly around obstructions and fill voids with insulation.
THERMAL INSULATION 072100- 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/0i
B. Except for loose-fill insulation and insulation that is friction fitted in stud cavities, bond
units to substrate with adhesive or use mechanical anchorage to provide permanent
placement and support of units.
C. Extend vapor retarder to extremities of areas to be protected from vapor transmission.
Secure in place with adhesives or other anchorage. Locate seams at framing members,
overlap, and seal with tape.
END OF SECTION 072100
THERMAL INSULATION 072100 - 2
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
SECTION 079200 - JOINT SEALANTS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Environmentai Limitations: Do not proceed with installation of joint sealants when
ambient and substrate temperature conditions are outside limits permitted by joint sealant
manufacturer or are below 40 deg F(4.4 deg C).
PART 2 - PRODUCTS
2.1 JOINT SEALANTS
A. Compatibility: Provide joint sealants, joint fillers, and other related materials that are
compatible with one another and with joint substrates under service and application
conditions.
B. Sealant for Use in Building Expansion Joints:
? 1. Single-component, neutral-curing silicone sealant, ATSM C 920, Type S; Grade NS;
Class 25; Uses T, M, and O, with the additional capability to withstand 50 percent
movement in both extension and compression for a total of 100 percent movement.
C. Sealant for General Exterior Use Where Another Type Is Not Specified:
Single-component, neutral-curing silicone sealant, ASTM C 920, Type S; Grade NS;
Class 25; Uses T, NT, M, G, A, and O.
D. Sealant for Exterior Traffic-Bearing Joints, Where Slope Precludes Use of Pourable Sealant:
1. Single-component, nonsag urethane sealant, ASTM C 920, Type S; Grade NS;
Class 25; Uses T, NT, M, G, A, and O.
E. Sealant for Exterior Traffic-Bearing Joints, Where Slope Allows Use of Pourable Sealant:
1. Single-component, pourable urethane sealant, ASTM C 920, Type S; Grade P;
Class 25; Uses T, M, G, A, and O.
F. Sealant for Use in Interior )oints in Ceramic Tile and Other Hard Surfaces in Kitchens and
Toilet Rooms and Around Plumbing Fixtures:
, 1. Single-component, mildew-resistant silicone sealant, ASTM C 920, Type S;
Grade NS; Class 25; Uses NT, G, A, and O; formulated with fungicide.
JOINT SEALANTS 079200 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
G. Sealant for Interior Use at Perimeters of Door and Window Frames:
- 1. Latex sealant, single-component, nonsag, mildew-resistant, paintable, acrylic-
emulsion sealant complying with ASTM C 834.
2.2 )OINT-SEALANT BACKING
A. General: Provide sealant backings of material and type that are nonstaining; are
compatible with joint substrates, sealants, primers, and other joint fillers; and are
approved for applications indicated by sealant manufacturer.
B. Cylindrical Sealant Backings: ASTM C 1330, of size and density to control sealant depth
and otherwise contribute to producing optimum sealant performance.
C. Bond-Breaker Tape: Polyethylene tape or other plastic tape recommended by sealant
manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials
or joint surfaces at back of joint.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with ASTM C 1193.
B. Comply with ASTM C 919 for use of joint sealants in acoustical applications.
END OF SECTION 079200
JOINT SEALANTS 079200 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 081113 - HOLLOW METAL DOORS AND FRAMES
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating specified hollow metal doors and frames will be
supplied as specified.
B. Comply with ANSI/SDI A250.8.
1.2 MATERIALS
A. Cold-Rolled Steel Sheets: ASTM A 1008/A 1008M, suitable for exposed applications.
B. Hot-Rolled Steel Sheets: ASTM A 1011/A 1011 M, free of scale, pitting, or surface defects.
C. Metallic-Coated Steel Sheet: ASTM A 653/A 653M, with G40 ((Z120) or)A40 (ZF120)
metallic coating.
D. Frame Anchors: ASTM A 591/A 591M, 40Z ((12G)) coating designation; mill
phosphatized.
1. For anchors built into exterior walls, sheet steel complying with
ASTM A 1008/A 1008M or ASTM A 1011/A 1011 M, hot-dip galvanized according
to ASTM A 153/A 153M, Class B.
E. Inserts, Bolts, and Fasteners: Hot-dip galvanized according to ASTM A 153/A 153M.
1.3 HOLLOW METAL DOORS AND FRAMES
A. Products:
1. Amweld
2. Republic
3. Steelcraft
B. Doors: Complying with ANSI 250.8 for level and model and ANSI A250.4 for physical-
endurance level indicated, 1-3/4 inches (44 mm) thick unless otherwise indicated.
1. Interior poors: Level 1 and Physical Performance Level C(Standard Duty), Model 2
(Seamless).
2. Exterior poors: Level 2 and Physical Performance Level B(Heavy Duty) Model 2
(Seamless), metallic-coated steel sheet faces.
HOLLOW METAL DOORS AND FRAMES 081 113 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
a. Thermal-Rated (Insulated) Doors: Where indicated, provide doors with
thermal-resistance value (R-value) of not less than 4.0 deg F x h x sq. ft./Btu
' (0.704 K x sq. m/W) when tested according to ASTM C 1363.
3. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with
reinforcement plates from same material as door face sheets.
C. Frames: ANSI A250.8; conceal fastenings unless otherwise indicated.
1. Steel Sheet Thickness for Interior poors: 0.042 inch (1.0 mm).
2. Steel Sheet Thickness for Exterior poors: 0.053 inch (1.3 mm).
3. Fabricate interior frames with mitered or coped and continuously welded corners.
4. Fabricate exterior frames from metallic-coated steel sheet, with mitered or coped
and continuously welded corners.
5. Hardware Reinforcement: Fabricate according to ANSI/SDI A250.6 with
reinforcement plates from same material as frames.
6. Frame Anchors: Not less than 0.042 inch 0.0 mm) thick.
D. Door Silencers: Three on strike jambs of single-door frames and two on heads of double-
door frames.
E. Grout Guards: Provide where mortar might obstruct hardware operation.
F. Prepare doors and frames to receive mortised and concealed hardware according to
ANSI A250.6 and ANSI A115 Series standards.
G. Reinforce doors and frames to receive surface-applied hardware.
H. Prime Finish: Manufacturer's standard, factory-applied coat of lead- and chromate-free
primer complying with ANSI/SDI A250.10 acceptance criteria.
PART 2 - EXECUTION
2.1 INSTALLATION
A. Install hollow metal frames to comply with ANSI/SDI A250.11.
1. Fire-Rated Frames: Install according to NFPA 80.
B. Install doors to provide clearances between doors and frames as indicated in
ANSI/SDI A250.11.
C. Prime-Coat Touchup: Immediately after erection, sand smooth rusted or damaged areas of
prime coat and apply touchup of compatible air-drying rust-inhibitive primer.
END OF SECTION 081113
HOLLOW METAL DOORS AND FRAMES 081113 - 2
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
SECTION 081416 - FLUSH WOOD DOORS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification Letter stating specified flush wood doors with specified finish will
be supplied as specified.
B. Quality Standard: WDMA I.S.1-A.
PART 2 - PRODUCTS
2.1 DOOR CONSTRUCTION, GENERAL
2.2 FLUSH WOOD DOORS
A. Doors for Transparent Finish:
1. Manufacturers:
a. Eggers Industries; Architectural door Division; 1-440-254-3446
b. Graham Manufacturing Corp.; 1-641-423-2444
c. Mohawk Flush Doors, Inc.; PA: 1-570-473-3557; IN: 1-574-288-4464
2. Interior Solid-Core Doors: Custom grade, seven-ply, particleboard cores.
a. Faces: Grade A rotary-cut select white birch.
b. Veneer Matching: Book and balance match.
c. Stain to match Steelcase #3414 Wood Classics Natural Veneer, Natural
Cherry full fill.
2.3 FABRICATION AND FINISHING
A. Factory fit doors to suit frame-opening sizes indicated and to comply with clearances
specified.
B. Factory machine doors for hardware that is not surface applied. Locate hardware to
comply with DHI-WDHS-3.
C. Cut and trim openings to comply with referenced standards.
1. Trim light openings with flush moldings.
2. Factory install glazing in doors indicated to be factory finished.
3. Factory install louvers in prepared openings.
FLUSH WOOD DOORS 081416 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
f D. Factory finish doors indicated for transparent finish with stain and manufacturer's standard
finish complying with WDMA System TR-6, catalyzed polyurethane for grade specified for
' doors.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install doors to comply with manufacturer's written instructions, WDMA (.5.1-A and as
indicated.
B. Align and fit doors in frames with uniform clearances and bevels. Machine doors for
hardware. Seal cut surfaces after fitting and machining.
C. Clearances: As follows, unless otherwise indicated:
1. 1/8 inch (3.2 mm) at heads, jambs, and between pairs of doors.
2. 1/8 inch (3.2 mm) from bottom of door to top of decorative floor finish or covering.
3. 1/4 inch (6.4 mm) from bottom of door to top of threshold.
D. Repair, refinish, or replace factory-fi n i shed doors damaged during installation, as directed
by Architect.
END OF SECTION 081416
r
FLUSH WOOD DOORS 081416 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 087100 - DOOR HARDWARE
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data and Shop Drawings.
B. Deliver keys to Owner.
C. Fire-Resistance-Rated Assemblies: Provide products that comply with NFPA 80 and are
listed and labeled by a testing and inspecting agency acceptable to authorities having
jurisdiction for applications indicated. On exit devices provide label indicating "Fire Exit
Hardware."
PART 2 - PRODUCTS
• 2.1 HARDWARE
A. Manufacturers:
1. Schlage
2. Hager
3. Norton
4. LCN
5. Ives
B. Hinges:
1. Stainless-steel hinges with stainless-steel pins for exterior.
2. Nonremovable hinge pins for exterior and public interior exposure.
3. Ball-bearing hinges for doors with closers and entry doors.
4. 2 hinges for 1-3/8-inch- (35-mm-) thick wood doors.
5. 3 hinges for 1-3/4-inch- (45-mm-) thick doors 90 inches (2300 mm) or less in height;
4 hinges for doors more than 90 inches (2300 mm) in height.
C. Locksets and Latchsets:
1. BHMA A156.2, Series 4000, Grade 2 for bored locks and latches.
, 2. BHMA A156.3, Grade 1 for exit devices.
3. BHMA A156.13, Series 1000, Grade 1 for mortise locks and latches.
4. Lever handles on locksets and latchsets.
DOOR HARDWARE 087100 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
5. Provide trim on exit devices matching locksets.
' D. Keying
1. Cylinders with six-pin tumblers and removable cores.
2. Provide cylinders for storefront doors, and other locking doors that do not require
other hardware.
3. Provide construction keying with removable cores that are compatible with NCB
master keying sytem.
4. Provide key control system, including cabinet.
5. Provide C-keyways on all locksets.
E. Closers:
1. Mount closers on interior side (room side) of door opening. Provide regular-arm,
parallel-arm, or top-jamb-mounted closers as necessary.
2. Adjustable delayed opening (accessible to people with disabilities) feature on
closers.
F. Provide wal) stops or floor stops for doors without closers.
G. Provide hardware finishes as follows:
1. Hinges: Matching finish of locksedlatchset.
. 2. Locksets, Latchsets, and Exit Devices: Satin chrome plated.
3. Closers: Matching finish of locksedlatchset.
4. Other Hardware: Matching finish of locksedlatchset.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Mount hardware in locations recommended by the Door and Hardware Institute unless
otherwise indicated.
3.2 HARDWARE SCHEDULE
A. Refer to hardware schedule in Drawings.
END OF SECTION 087100
DOOR HARDWARE 087100 - 2
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 088000 - GLAZING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certified letter stating the specified glazing will be supplied as specified.
6. Fire-Resistance-Rated Assemblies: Provide products that comply with NFPA 80 and are
listed and (abeled by a testing and inspecting agency acceptable to authorities having
jurisdiction for applications indicated.
C. Safety Glass: Category II materials complying with testing requirements in 16 CFR 1201
and ANSI Z97.1.
D. Glazing Publications: Comply with published recommendations of glass product
manufacturers and organizations below, unless more stringent requirements are indicated.
1. GANA Publications: GANA's "Glazing Manual."
. 2. AAMA Publications: AAMA GDSG-1, "Glass Design for Sloped Glazing"; and
AAMA TIR-A7, "Sloped Glazing Guidelines."
3. IGMA Publication for Sloped Glazing: IGMA TB-3001, "Sloped Glazing
' Guidelines."
4. IGMA Publication for Insulating Glass: SIGMA TM-3000, "Glazing Guidelines for
Sealed Insulating Glass Units."
PART 2 - PRODUCTS
2.1 GLASS
A. Float Glass ASTM C 1036, Type I, Class 2(heat absorbing and light reducing), and
Quality Q3.
B. Heat-Treated Float Glass: ASTM C 1048, Condition C(coated), Type I, Class 2: clear
Quality Q3, Kind HS (heat strengthened).
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with combined recommendations of manufacturers of glass, sealants, gaskets, and
other glazing materials, unless more stringent requirements are contained in GANA's
• "Glazing Manual."
• GLAZING 088000 - 1
NATIONAI CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
B. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics.
C. Remove nonpermanent labels, and clean surfaces immediately after installation.
END OF SECTION 088000
GLAZING 088000 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 092216 - NON-STRUCTURAL METAL FRAMING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. STC-Rated Assemblies: Provide materials and construction identical to those tested in
assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent
testing and inspecting agency.
PART 2 - PRODUCTS
2.1 METAL FRAMING AND SUPPORTS
A. Steel Framing Members, General: ASTM C 754.
1. Steel Sheet Components: ASTM C 645. Thickness specified is minimum uncoated
base-metal thickness.
B. Suspended Ceiling and Soffit Framing:
1. Tie Wire: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, 0.0625-inch
(1.59-mm) diameter, or double strand of 0.0475-inch- (1.21-mm-) diameter wire.
2. Wire Hangers: ASTM A 641/A 641M, Class 1 zinc coating, soft temper, and 0.162-
inch (4.12-mm) diameter.
3. Carrying Channels: Cold-rolled steel, 0.0538 inch (1.37 mm) thick, 2 inches (50.8
mm) deep.
4. Grid Suspension System for Interior Ceilings: Interlocking, direct-hung system.
C. Partition and Soffit Framing:
1. Studs and Runners: In depth indicated and 0.0179 inch (0.454 mm) thick unless
otherwise indicated.
2. Flat Strap and Backing: 0.0179 inch (0.454 mm) thick.
3. Rigid Hat-Shaped Furring Channels: In depth indicated and 0.0179 inch (0.454
mm) thick.
4. Resilient Furring Channels: 1/2 inch (12.7 mm) deep, with single- or double-leg
configuration.
5. Cold-Rolled Furring Channels: 0.0538 inch (1.37 mm) thick, 3/4 inch (19.1 mm)
deep.
6. Z-Furring: In depth required by insulation, 1-1/4-inch (31.8-mm) face flange, 7/8-
inch (22.2-mm) wall-attachment flange, and 0.0179 inch (0.454 mm) thick.
NON-STRUCTURAL METAL FRAMING 092216 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/72/07
2.2 ACCESSORIES
' A. General: Comply with referenced installation standards.
1. Fasteners for Metal Framing: Of type, material, size, corrosion resistance, holding
power, and other properties required to fasten steel members to substrates.
B. Acoustical Sealant for Concealed Joints: Nonsag, latex sealant complying with
ASTM C 834.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install steel framing to comply with ASTM C 754 and with ASTM C 840 requirements that
apply to framing installation and with United States Gypsum's "Gypsum Construction
Handbook."
6. Install supplementary framing, and blocking to support fixtures, equipment services, heavy
trim, grab bars, toilet accessories, furnishings, or similar construction.
C. Isolate steel framing from building structure, except at floor, to prevent transfer of loading
, imposed by structural movement.
1. Where studs are installed directly against exterior walls, install asphalt-felt isolation
strip between studs and wall.
END OF SECTION 092216
NON-STRUCTURAL METAL FRAMING 092216 - 2
NATIONAL CITY BANK- Dublin, OH 1ob No. 2006090.07 6/12/07
SECTION 092900 - GYPSUM BOARD
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. STC-Rated Assemblies: Provide materials and construction identical to those tested in
assemblies per ASTM E 90 and classified per ASTM E 413 by a qualified independent
testing and inspecting agency.
PART 2 - PRODUCTS
2.1 PANEL PRODUCTS
A. Provide in maximum lengths available to minimize end-to-end butt joints.
B. Interior Gypsum Board: ASTM C 36/C 36M or ASTM C 1396/C 1396M, in thickness
- indicated, with manufacturer's standard edges. Regular type unless otherwise indicated.
C. Glass-Mat, Water-Resistant Gypsum Backing Board: ASTM C 1178/C 1178M, of thickness
? indicated. Regular type unless otherwise indicated.
1. Product: G-P Gypsum; Dens-Shield Tile Guard.
2.2 ACCESSORIES
A. Trim Accessories: ASTM C 1047, formed from galvanized or aluminum-coated steel
sheet, rolled zinc, plastic, or paper-faced galvanized-steel sheet. For exterior trim, use
accessories formed from hot-dip galvanized-steel sheet, plastic, or rolled zinc.
1. Provide cornerbead at outside corners unless otherwise indicated.
2. Provide LC-bead 0-bead) at exposed panel edges.
3. Provide control joints where indicated.
B. Joint-Treatment Materials: ASTM C 475/C 475M.
1. Joint Tape: Paper unless otherwise recommended by panel manufacturer.
2. )oint Compounds: Setting-type taping compound and drying-type, ready-mixed,
compounds for topping.
C. Acoustical Sealant for Exposed and Concealed )oints: Nonsag, paintable, nonstaining
latex sealant complying with ASTM C 834.
D. Sound-Attenuation Blankets: ASTM C 665, Type I(unfaced).
GYPSUM BOARD 092900 - 1
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install gypsum board to comply with ASTM C 840.
1. Isolate gypsum board assemblies from abutting structural and masonry work.
Provide edge trim and acousticai sealant.
2. Single-Layer Fastening Methods: Fasten gypsum panels to supports with screws.
B. Install cementitious backer units to comply with ANSI A108.11.
C. Finishing Gypsum Board: ASTM C 840.
1. At concealed areas, unless a higher level of finish is required for fire-resistance-rated
assemblies, provide Level 1 finish: Embed tape at joints.
2. At substrates for tile, provide Level 2 finish: Embed tape and apply separate first
coat of joint compound to tape, fasteners, and trim flanges.
3. Unless otherwise indicated, provide Level 4 finish: Embed tape and apply separate
first, fill, and finish coats of joint compound to tape, fasteners, and trim flanges.
4. Where indicated, provide Level 5 finish: Embed tape and apply separate first, fill,
and finish coats of joint compound to tape, fasteners, and trim flanges. Apply skim
coat to entire surface.
D. Glass-Mat, Water-Resistant Backing Panels: Finish according to manufacturer's written
instructions.
END OF SECTION 092900
GYPSUM BOARD 092900 - 2
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
SEC SECTION 093000 - CERAMIC TILE
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified ceramic tile will be supplied as
specified.
B. Floor Tiles: Static coefficient of friction not less than 0.6 for level surfaces and 0.8 for
ramps, per ASTM C 1028.
PART 2 - PRODUCTS
2.1 CERAMIC TILE
A. Ceramic tile that complies with standard grade requirements in ANSI A137.1,
- "Specifications for Ceramic Tile."
B. Floor Tile: Unpolished, porcelain flat tile; CT-1.
1. Products
a. Daltile, Color Body, Diamante; 1-214-398-1411
2. Facial Dimensions: 11-11/16 by 11-11/16 inches.
3. Thickness: 5/16 inch.
4. Color: Sabbia P024, Unpolished.
C. Tile trim units that match characteristics of adjoining flat tile, CB-1.
1. Products:
a. Daltile, Diamante, S-44C9 Bullnose trim.
2. Facial Dimensions: 4 by 11-11/16 inches.
3. Thickness: 5/16 inch.
4. Color: Sabbia P024, Unpolished.
D. Where indicated, protect exposed surfaces of tile against adherence of mortar and grout
by factory precoating them with a hot-applied continuous film of petroleum paraffin wax.
Do not coat unexposed tile surfaces.
2.2 INSTALLATION MATERIALS
CERAMIC TILE 093000 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
A. Setting and Grouting Materials: Comply with material standards in ANSI's "Specifications
for the Installation of Ceramic Tile" that apply to materials and methods indicated.
1. Thin-Set Mortar Type: Latex-portland cement.
2. Grout Type: Water-cleanable epoxy, unless otherwise indicated.
a. Products:
1) Custom Building Products.
3. Grout Color: #165 Delorean Gray.
B. Setting-Bed Accessories: ANSI A108.1A.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with tile installation standards in ANSI's "Specifications for the Installation of
' Ceramic Tile" that apply to materials and methods indicated.
, B. Comply with TCA's "Handbook for Ceramic Tile Installation."
C. Floor Tile Installation Method[s]:
1. Over Concrete Subfloors: TCA F113 , F131 (epoxy mortar bonded to concrete
subfloor, with epoxy grout).
D. Wall Tile Installation Method:
1. Over Gypsum Board: TCA W242, except use water-cleanable epoxy adhesive
instead of organic adhesive (epoxy adhesive over gypsum board on metal studs).
E. Lay tile in grid pattern, unless otherwise indicated. Align joints where adjoining tiles on
floor, base, walls, and trim are the same size.
F. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut
edges of tile abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely
to electrica) outlets, piping, fixtures, and other penetrations so plates, collars, or covers
overlap tile.
END OF SECTION 09300
;
CERAMIC TILE 093000 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12l07
SECTION 095113 - ACOUSTICAL PANEL CEILINGS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified acoustical panel ceilings and
suspension systems will be supplied.
B. Surface-Burning Characteristics of Panels: ASTM E 1264, Ciass A materials, tested per
ASTM E 84.
C. Fire-Resistance-Rated Assemblies: Provide materials and construction identica) to those
tested in assemblies per ASTM E 119 by an independent testing and inspecting agency
acceptable to authorities having jurisdiction.
PART 2 - PRODUCTS
2.1 ACOUSTICAL PANELS
? A. Products:
1. CLG-1: Armstrong Cirrus Beveled #589
2. CLG-2: Armstrong Cirrus Profiles #590
B. Classification: As follows, per ASTM E 1264:
1. Pattern: as indicated by product number.
2. Color: White.
C. Edge Detail: as indicated by product number.
D. Thickness: as indicated by product number.
E. Modular Size: 24 by 24 inches (610 by 610 mm).
2.2 CEILING SUSPENSION SYSTEM
A. Direct-hung system; ASTM C 635, intermediate-duty structural classification.
1. Products:
a. Armstrong World Industries, 9/16" Suprafine: CLG-1 and CLG-2.
Y
ACOUSTICAL PANEL CEILINGS 095113 - 1
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
2. Color: White.
' B. Attachment Devices: Sized for 5 times the design load indicated in ASTM C 635, Table 1,
Direct Hung, unless otherwise indicated.
C. Wire Hangers, Braces, and Ties: Zinc-coated carbon-steel wire; ASTM A 641/A 641 M,
Class 1 zinc coating, soft temper.
1. Size: Provide yield strength at least 3 times the hanger design load (ASTM C 635,
Table 1, Direct Hung), but not less than 0.106-inch- (2.69-mm-) diameter wire.
D. Shadow Molding: Armstrong Shadow Molding #7871 on CLG-2 only.
1. Color: White.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Ceiling Suspension System Installation: Comply with ASTM C 636 and CISCA's "Ceiling
Systems Handbook."
B. Install acoustical panels with undamaged edges and fit accurately into suspension system
runners and edge moldings. Scribe and cut panels at borders and penetrations to provide
a neat, precise fit.
C. Arrange directionally patterned acoustical panels as indicated on Drawings.
END OF SECTION 095113
.
ACOUSTICAL PANEL CEILINGS 095113 - 2
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
SECTION 096519 - RESILIENT TILE FLOORING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified vinyl floor tile will be supplied as
specified.
B. Fire-Test Response: Resilient tile has critical radiant flux classification of Class I, not less
than 0.45 W/sq. cm per ASTM E 648.
C. Extra Materials: Deliver to Owner 1 box for every 50 boxes or fraction thereof, of each
type and color of resilient floor tile installed.
PART 2 - PRODUCTS
2.1
A.
B.
C.
D.
E.
VINYL COMPOSITION FLOOR TILE, VCT-1,
Products:
1. Mannington, Inspirations.
Color and Pattern: #415 Ecru Multi-flec.
ASTM F 1066, Class 2, (through-pattern tile).
Thickness: 0.125 inch (3.2 mm).
Size: 12 by 12 inches (304.8 by 304.8 mm).
2.2 RUBBER WALL BASE AND ACCESSORIES, RB-1
A. Products:
1. Johnsonite 4" Rubber Base
B. Color and Pattern: #31 Zephyr.
C. ASTM F 1861, Type TS (rubber, vulcanized thermoset) or TP (rubber, thermoplastic).
D. Group (Manufacturing Method): I(solid, homogeneous).
? E. Style: Cove (with top-set toe) and straight at carpet areas.
RESILIENT TILE FLOORING 096519 - 1
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
F. Minimum Thickness: 1/8".
G. Height: 4 inches.
H. Lengths: Coiis in manufacturer's standard lengths.
1. Outside Corners: Premolded.
?. Inside Corners: Job formed.
2.3 INSTALLATION ACCESSORIES
A. Trowelable Leveling and Patching Compounds: Latex-modified, portland cement- or
blended hydraulic cement-based formulation provided or approved by fiooring
manufacturer for applications indicated.
B. Adhesives: Water-resistant type recommended by manufacturer to suit resilient products
and substrate conditions indicated.
C. Metal Edge Strips: Extruded aluminum in maximum available lengths to minimize joints.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Prepare concrete substrates according to ASTM F 710. Verify that substrates are dry and
free of curing compounds, sealers, and hardeners.
B. Lay out tiles so tile widths at opposite edges of room are equal and are at least one-half of
a tile.
C. Match tiles for color and pattern by selecting tiles from cartons in same sequence as
manufactured and packaged. Lay tiles in basket-weave pattern with grain direction
alternating in adjacent tiles.
D. Adhesively install resilient wall base and accessories.
E. Install wall base in maximum lengths possible. Apply to walls, columns, pilasters,
casework, and other permanent fixtures in rooms or areas where base is required.
F. Install reducer strips at edges of floor coverings that would otherwise be exposed.
END OF SECTION 096519
RESILIENT TILE FLOORING 096519 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 096813 - TILE CARPETING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified tile carpeting will be supplied as
specified.
B. Comply with CRI 104, Section 6.1, "Site Conditions; Temperature and Humidity."
C. Extra Materials: Deliver to Owner carpet tiles equal to 5 percent of each type and color
carpet tile installed, packaged with protective covering for storage.
PART 2 - PRODUCTS
2.1 CARPET TILE, CPT-1.
A. Products:
1. Shaw Contract Tile; Duchene #59180, Color: Just Jasmine #78100.
Contact: Cathy Brown, 7411 Moredale Road, Louisville, Kentucky, 40222.
Telephone: 502-412-1981, 502-445-6985.
Fax: 502-426-1316
Email: cathy.brown-contract@shawinc.com
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with CRI 104, Section 13, "Carpet Modules (Tiles)".
B. Pattern: install all tiles with pattern in the same direction.
END OF SECTION 096813
.
TILE CARPETING 096813 - 1
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 099100 - PAINTING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: Paint exposed surfaces unless otherwise indicated.
1. Paint the back side of access panels.
2. Color-code mechanical piping in accessible ceiling spaces.
3. Do not paint prefinished items, items with an integral finish, operating parts, and
labels unless otherwise indicated.
B. Submittals: Certification letter stating the specified paint will be supplied as specified.
C. MPI Standards:
1. Products: Complying with MPI standards indicated and listed in "MPI Approved
Products List."
2. Preparation and Workmanship: Comply with requirements in "MPI Architectural
Painting Specification Manual" for products and paint systems indicated.
,
D. Extra Materials: Deliver to Owner 1 gal. of each color and type of finish coat paint used
on Project, in containers, properly labeled and sealed.
PART 2 - PRODUCTS
2.1 PAINT
A. Products:
1. Sherwin-Williams.
B. Material Compatibility: Provide materials that are compatible with one another and with
substrates.
1. For each coat in a paint system, provide products recommended in writing by
manufacturers of topcoat for use in paint system and on substrate indicated.
C. Colors: As scheduled.
.
PAINTING 099100 - 1
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/0i
PART 3 - EXECUTION
3.1 PREPARATION
A. Remove hardware, lighting fixtures, and similar items that are not to be painted. Mask
items that cannot be removed. Reinstall items in each area after painting is complete.
B. Clean and prepare surfaces in an area before beginning painting in that area. Schedule
painting so cleaning operations will not damage newly painted surfaces.
3.2 APPLICATION
A. Apply paints according to manufacturer's written instructions.
1. Use brushes only for exterior painting and where the use of other applicators is not
practical.
2. Use rollers for finish coat on interior walls and ceilings.
6. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush
marks, roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp
lines and color breaks.
• 1. If undercoats or other conditions show through topcoat, apply additional coats until
cured film has a uniform paint finish, color, and appearance.
C. Apply stains and transparent finishes to produce surface films without color irregularity,
cloudiness, holidays, lap marks, brush marks, runs, ropiness, or other imperfections. Use
multiple coats to produce a smooth surface film of even luster.
3.3 EXTERIOR PAINT APPLICATION SCHEDULE
A. Ferrous Metal:
1. Quick-Dry Enamel: MPI EXT 5.1A, Gloss Level 5.
B. Zinc Coated Metal:
1. Latex: MPI EXT 5.3A, Gloss Level 5.
C. Cellular PVC Trim and Finish Boards:
1. Flat Alkyd: Two coats over (solvent-based) bonding primer: MPI EXT 6.813.
2. Flat Latex: Two coats over (water-based) bonding primer: MPI EXT 6.8A
PAINTING 099100 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
3.4 INTERIOR PAINT APPLICATION SCHEDULE
A. Gypsum Board:
1. Latex System: MPI Int. 9.2A, Gloss Level 3. S-W ProMar 200 Interior Latex Low
Sheen ES (2 coats) on preprite classic latex primer.
B. Woodwork and Hardboard:
1. Latex: MPI Int 6.4A, Gloss Level 3.
C. Stained Woodwork:
1. Alkyd-Based, Satin Varnish: Two coats over sealer and wood stain.
2. Waterborne, Satin Varnish: Two coats over sealer and waterborne wood stain.
D. Ferrous Metal:
1. Quick Dry Enamel: MPI Int 5.1A, Gloss Level 5.
. E. Zinc-Coated Metal:
1. Latex: MPI Int 5.3A, Gloss Level 5.
END OF SECTION 099100
PAINTING 099100 - 3
NATIONAL CIIY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 122113 - ROLLER SHADES
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified window treatment system will be
supplied as specified.
6. Provide blinds passing flame-resistance testing according to NFPA 701.
C. Product Standard: Unless otherwise indicated, comply with WCMA A 100.1.
D. Work of this section includes manual window treatment hardware.
PART 2 - PRODUCTS
2.1 Chain Operated Roller Shade:
A. Product: Window Treatment System 3" TCR Series CHAIN-OPERATED ROLLER SHADE
? as manufactured by Sun or Shade (A division of Inside Outfitters, Inc.) (Basis of Design),
5725 Avery Road, Dublin, Ohio 43016, Tel: (614) 798-3500, Toll Free: (800) 742-3372
2.2 Components:
A. Shade Fabric:
1. Shall be translucent fabric with a 5% openness factor.
2. Color shall be "Oyster".
3. The fabric shall be colorfast and not to be affected by moisture or heat.
4. All seams to be heat-sealed.
5. Fabric shall meet of exceed all applicable building codes and standards pertaining
to flame retardancy.
B. Tube:
1. Fabric shade shall be mounted to 2" diameter tube or larger as required by shade
width.
C. Mounting:
1. Shade mounting brackets shall allow for simple vertical adjustments to assure
straight fabric alignment.
2. Shade mounting brackets shall be manufactured from .060" galvanized steel.
:
D. Fascia System:
:
ROLLER SHADES 122113 - 1
NATIONAI CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
1. Shall be one-piece L-shaped fascia with a clear anodized aluminum finish.
2. Shall be 3" or 4" to accommodate shade roll.
3. Shall be supplied with matching end covers for all outside mount shades.
4. Shall be waii or ceiling mounted with appropriate screws.
E. Hembar:
1. Shall be a continuous aluminum bar 1" x 3/16" with sufficient weigh to allow shade
to close without buckling or sagging.
F. Bead Chain Clutch:
1. Shall incorporate an adjustable slip clutch to control the rate of fall from free running
zero friction factor to a factor of 100%.
2. The shade may be adjusted to stop and hold at any position.
3. The bead chain shall contain automatic stops to prevent the shade from over winding
or unrolling off the tube.
4. The bead chain shall be metal ball type.
PART 3 - EXECUTION
- 3.1 INSTALLATION
A. Install window treatment system in accordance with Manufacturer Specifications, Stan-
? dards and Procedures. Installation contractor shall be responsible for site measurements
and suitability of mounting surface.
B. Adequate clearance shall be provided to permit unencumbered operation of the entire sys-
tem.
END OF SECTION 122113
.
ROLLER SHADES 122113 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
.
SECTION 138510 - FIRE ALARM
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: Noncoded system with manual and automatic alarm initiation; addressable,
using digital signal transmission for alarm initiating devices. Alarms include bells, horns,
and xenon-strobe units. Class A wiring.
B. Submittals: System operating description and device address list coordinated with final
system programming.
C. Submit system plans, connection diagrams, and component descriptions to authorities
having jurisdiction.
D. Comply with NFPA 70.
E. Comply with NFPA 72.
F. UL listed and labeled.
PART 2 - PRODUCTS
2.1 MANUFACTURER
A. SimplexGrinnell (No substitutions)
2.2 ALARM-INITIATING DEVICES
A. Manual Pull Stations: Double acting, metal or plastic, red in color with molded, raised-
letter operating instructions in contracting color.
B. Smoke Detectors: UL 268, 24-V dc, self-restoring, photoelectric type, plug-in arrangement.
C. Thermal Detectors: Combination 135 deg F fixed-temperature and rate-of-rise unit.
D. Duct Smoke Detectors: Light scattering photo diode principal.
2.3 ALARM-INDICATING DEVICE
• A. Bells: Electric-vibrating type, with 94 dB at 10 feet.
B. Horns: Electric-vibrating-polarized type, 90 dB at 10 feet.
t
i
FIRE ALARM 138510 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
C. Visual Alarm Device: Xenon-strobe lights with the word "FIRE" engraved in 1-inch- high
letters. Rated Light Output: 15, 75, 110 candela.
D. Central Fire Alarm Contro) Panel: UL 864.
E. Emergency Power Supply: Components include nickel-cadmiurn battery, charger, and an
automatic transfer switch. Sized to provide minimum 90 minute back-up capacity.
F. Wires: Solid copper, with 600-V-rated, 75 deg C, color-coded insulation.
1. Low-Voltage Circuits: No. 14 AWG, minimum.
2. Line-Voltage Circuits: No. 12 AWG, minimum.
3. Power-Limited Circuits: NFPA 70, Types FPL, FPLR, FPLP, or substitutes permitted
by NFPA 70.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install and test systems according to NFPA 72. Comply with EIA/TIA 570 requirements for
light-commercial and residential occupancies.
B. Wiring Method: Install wiring in metal raceways.
C. Ground cable shields and equipment.
END OF SECTION 138510
fIRE ALARM 138510 - 2
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 210500 - COMMON WORK RESULTS FOR FIRE SUPPRESSION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: General requirements for motors, vibration isolation, and seismic restraints.
B. Submittals: Product Data for materials and equipment specified in this Section.
PART 2 - PRODUCTS
2.1 VIBRATION ISOLATION AND SEISMIC CONTROL DEVICES
A. Vibration Supports:
1. Pads: Arranged in single or multiple layers of oil- and water-resistant neoprene or
rubber of sufficient stiffness for uniform loading over pad area, molded with a
nonslip pattern and galvanized-steel baseplates, and factory cut to sizes that match
requirements of supported equipment.
2. Restrained Mounts: Double-deflection type, with molded, oil-resistant fiberglass,
rubber or neoprene isolator elements with factory-drilled, encapsulated top plate for
bolting to equipment and baseplate for bolting to structure. Provide isolator with
minimum 0.5-inch static deflection.
B. Seismic Restraints:
1. Resilient Isolation Washers and Bushings: One-piece, molded, oil- and water-
resistant neoprene, with a flat washer face.
2. Channel Support System: MFMA-3, shop- or field-fabricated support assembly
made of slotted steel channels with accessories for attachment to braced component
at one end and to building structure at the other end and other matching
components and with corrosion-resistant coating; and rated in tension, compression,
and torsion forces.
3. Mechanical Anchor Bolts: Seismic-rated, drill-in, and stud-wedge or female-wedge
type. Provide anchor bolts and hardware with zinc-coated steel for interior
applications and stainless steel for exterior applications. Select anchor bolts with
strength required for anchor and as tested according to ASTM E 488.
4. Adhesive Anchor Bolts: Drilled-in and capsule anchor system containing polyvinyl
or urethane methacrylate-based resin and accelerator, or injected polymer or hybrid
mortar adhesive. Provide anchor bolts and hardware with zinc-coated steel for
interior applications and stainless steel for exterior applications. Select anchor bolts
with strength required for anchor and as tested according to ASTM E 488.
:
COMMON WORK RESULTS FOR FIRE SUPPRESSION 210500 - 1
NATIONAL CITY BANK - Dublin, OH job No. 2006090.07 6/12/07
PART 3 - EXECUTION
3.1 GENERAL PIPING INSTALLATIONS
A. Install piping free of sags and bends.
B. Install fittings for changes in direction and branch connections.
C. Install sleeves for pipes passing through concrete and masonry walls, gypsum board
partitions, and concrete floor and roof slabs.
D. Exterior Wall, Pipe Penetrations: Mechanical sleeve seals installed in steel or cast-iron
pipes for wall sleeves.
E. Comply with requirements in Division 07 Section "Penetration Firestopping" for sealing
pipe penetrations in fire-rated construction.
F. Install unions at final connection to each piece of equipment.
G. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar
metals in water piping.
3.2 GENERAL EQUIPMENT INSTALLATIONS
A. Install equipment to allow maximum possible headroom unless specific mounting heights
are not indicated.
B. Install equipment level and plumb, parallel and perpendicular to other building systems
and components, unless otherwise indicated.
C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement
of components. Connect equipment for ease of disconnecting, with minimum
interference to other installations. Extend grease fittings to accessible locations.
D. Install equipment to allow right of way for piping installed at required slope.
3.3 VIBRATION ISOLATION AND SEISMIC CONTROL DEVICE INSTALLATION
A. Adjust vibration isolators to allow free movement of equipment limited by restraints.
B. Install resilient bolt isolation washers and bushings on equipment anchor bolts.
END OF SECTION 210500
.
COMMON WORK RESULTS FOR FIRE SUPPRESSION 210500 - 2
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
SECTION 211000 - WATER-BASED FIRE-SUPPRESSION SYSTEMS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data for valves, sprinklers, specialties, and alarms, for wet sprinkler
systems.
1. Submit sprinkler system drawings identified as "working plans" and calculations
according to NFPA 13. Submit required number of sets to authorities having
jurisdiction for review, comment, and approval. Include system hydraulic
calculations.
2. Submit test reports and certificates as described in NFPA 13.
B. Design and Installation Approval: Acceptable to authorities having jurisdiction.
C. Hydraulically design sprinkler systems according to NFPA 13.
D. Comply with NFPA 13 and NFPA 70.
- E. UL-listed and -labeled and FMG-approved pipe and fittings.
PART 2 - PRODUCTS
2.1 P1PE AND FITTINGS
A. Steel Pipe: ASTM A 53/A 53M, ASTM A 135, or ASTM A 795.
B. Copper Tube: ASTM B 88, Type L or M; drawn temper.
C. Cast-Iron Threaded Flanges: ASME B16.1, Class 250, raised ground face, bolt holes spot
faced.
D. Cast-Iron Threaded Fittings: ASME B16.4, Class 250, standard pattern.
E. Grooved-End Fittings: UL-listed and FMG-approved, ASTM A 536, Grade 65-45-12
ductile iron or ASTM A 47 Grade 32510 malleable iron, with grooves or shoulders
designed to accept grooved couplings.
F. Grooved-End Couplings: UL 213, ASTM A 536 ductile-iron or ASTM A 47 malleable-iron
housing, with enamel finish. Include gaskets, bolts, and accessories.
: G. Wrought-Copper Fittings: ASME B16.22, streamlined pattern.
.
WATER-BASED FIRE-SUPPRESSION SYSTEMS 211000- 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
H. Steel Press-Seal Fittings: UL 213, FMG approved, 175-psig pressure rating, for use with
? Schedule 5, plain-end, steel pipe and fittings; with burylene O-rings, and pipe stop.
Provide hangers, supports, and seismic restraints with UL listing and FMG approval for
fire-protection systems.
2.2 VALVES
A. Fire-Protection Service Valves: UL listed and FMG approved, with 175-psig (1207-kPa)
nonshock minimum working-pressure rating. Valves for use with grooved piping may be
grooved type. Indicating valves shall be butterfly or ball type, bronze body with threaded
ends, and integral indicating device with visual 115-V ac, electric, supervisory switch
i nd icator.
B. Gate Valves: UL 262, cast bronze, threaded ends, solid wedge, outside screw and yoke,
rising stem.
C. Swing Check Valves, NPS 2 and Smaller: UL 312 or MSS SP-80, Class 150; bronze body
with bronze disc and threaded ends.
. D. Swing Check Valves, NPS 2-1/2 and Larger: UL 312, cast-iron body and bolted cap, with
bronze disc or cast-iron disc with bronze-disc ring and flanged ends.
' E. Alarm Check Valves: UL 193, 175-psig working pressure, designed for horizontal or
vertical installation, with cast-iron flanged intet and outlet, bronze grooved seat with O-
ring seals, and single-hinge pin and latch design. Include trim sets for bypass, drain,
electric sprinkler alarm switch, pressure gages, retarding chamber, fill-line attachment with
strainer, and drip cup assembly.
F. Ball Drip Valves: UL 1726, automatic drain valve, NPS 3/4, ball check device with
threaded ends.
2.3 SPRINKLERS
A. Automatic Sprinklers: With heat-responsive element complying with the following:
1. UL 199, for applications except residential.
2. UL 1626, for residential applications.
3. UL 1767, for early-suppression, fast-response applications.
B. Sprinkler Types and Categories: Nominal 1/2-inch orifice for "Ordinary" temperature
classification rating, unless otherwise indicated or required by application.
C. Sprinkler types include the following:
1. Upright, pendent, and sidewall sprinklers.
t 2. Concealed pendent type.
.
WATER-BASED FIRE-SUPPRESSION SYSTEMS 211000 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
D. Sprinkler Finishes: Chrome-plated and bronze.
? E. Sprinkler Escutcheons: Chrome-plated steel, one piece, flat; with finish to match
sprinklers.
F. Sprinkler Guards: Wire-cage type, including fastening device.
G. Sprinkler Cabinets: Finished steel cabinet and hinged cover, with space for minimum of 6
spare sprinklers plus sprinkler wrench, suitable for wall mounting. Include number of
sprinklers required by NFPA 13 and one wrench for sprinklers. Include separate cabinet
with sprinklers and wrench for each style sprinkler on Project.
2.4 PIPING SPECIALTIES AND ALARM DEVICES
A. Fire Department Connection: UL 405, flush, wall-type, with cast-brass body; NH-standard
thread inlets matching local fire department threads.
B. Wate r-Motor-Ope rated Alarms: UL 753, mechanical-operation type with pelton-wheel
operator with shaft length, bearings, and sleeve to suit wall construction and 10-inch-
diameter, cast-aluminum alarm gong with red-enamel factory finish. Include NPS 3/ inlet
and NPS 1 drain connections.
C. Water-Flow Indicators: UL 346; electrical-supervision, vane-type water-flow detector;
' with 250-psig pressure rating; and designed for horizontal or vertical installation. Include
2 single-pole, double-throw, circuit switches for isolated alarm and auxiliary contacts, 7 A,
125-V ac and 0.25 A, 24-V dc; complete with factory-set, field-adjustable retard element
to prevent false signals and tamperproof cover that sends signal if removed.
D. Pressure Switches: UL 753; electrical-supervision-type, water-flow switch with retard
feature. Include single-pole, double-throw, normally closed contacts and design that
operates on rising pressure and signals water flow.
E. Valve Supervisory Switches: UL 753; electrical; single-pole, double throw; with normally
closed contacts. Include design that signals controlled valve is in other than fully open
position.
F. Pressure Gages: UL 393, 3-1/2- to 4-1/2-inch- diameter dial with dial range of 0 to 250
psig.
PART 3 - EXECUTION
3.1 PIPE AND FITTING APPLICATION
A. Use steel pipe with threaded, press-seal, roll-grooved, or cut-grooved joints; or copper
, tube with wrought-copper fittings and brazed joints.
.
1. For steel pipe joined by threaded fittings, use Schedule 40.
.
WATER-BASED FIRE-SUPPRESSION SYSTEMS 211000 - 3
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/72/07
.
2. For stee) pipe joined by welding or roll-grooved pipe and fittings, use Schedule 10.
? 3. For steel pipe NPS 2 and smaller, joined by press-seal fittings, use Schedule 5 pipe,
fabricated with manufacturer's press-seal tools.
B. Pipe between Fire Department Connections and Check Valves: Use galvanized steel pipe
with flanged or threaded joints.
C. Install shutoff valve, check valve, pressure gage, drain, and other accessories indicated at
connection to water service piping.
3.2 PIPING INSTALLATION
A. Install "Inspector's Test Connections" in sprinkler piping, complete with shutoff valve.
B. Install sprinkler zone control valves, test assemblies, and drain headers adjacent to
standpipes.
C. Install ball drip valves to drain piping between fire department connections and check
valves. Drain to floor drain or outside building.
, D. Install alarm devices in piping systems and connect to fire alarm system.
E. Protect piping from earthquake damage as required by NFPA 13.
Y
F. Install pressure gages on riser or feed main, at each sprinkler test connection, and at top of
each standpipe. Install gages to permit removal, and install where they will not be subject
to freezing.
G. Install fire-protection service valves supervised-open, located to control sources of water
supply except from fire department connections. Where there is more than one control
valve, provide permanently marked identification signs indicating portion of system
controlled by each valve.
H. Install check valve in each water supply connection. Install backflow preventers in
potable-water supply sources.
1. Install alarm check valves for proper direction of flow, including bypass check valve and
retard chamber drain line connection.
3.3 SPRINKLER APPLICATIONS
A. Rooms without Ceilings: Upright sprinklers.
B. Rooms with Suspended Ceilings: Concealed Pendent sprinklers.
C. Wall Mounting: Sidewall sprinklers with escutcheon.
.
WATER-BASED FIRE-SUPPRESSION SYSTEMS 211000 - 4
NATIONAL CITY BANK- Dublin, OH lob No. 2006090.07 6/12/07
.
D. Sprinklers Subject to Freezing: Pendent dry-type, and sidewall dry-type sprinklers with
escutcheon.
?
E. Special Applications: Use extended coverage and quick-response sprinklers where
indicated.
F. Sprinkler Finishes: Chrome plated in finished spaces exposed to view, rough bronze in
unfinished spaces not exposed to view.
G. Install sprinklers in suspended ceilings in center of long dimension of ceiling panels.
3.4 TESTING
A. Flush, test, and inspect sprinkler piping systems according to NFPA 13, Chapter "System
Acceptance."
END OF SECTION 211000
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WATER-BASED FIRE-SUPPRESSION SYSTEMS 211000 - 5
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
s
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SECTION 220500 - COMMON WORK RESULTS FOR PLUMBING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: General requirements for motors, hangers and supports, vibration isolation and
seismic restraints, and meters and gages.
B. Submittals: Certification letter stating the specified products below will be supplied.
PART 2 - PRODUCTS
2.1 HANGERS AND SUPPORTS
A. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings; nonmetallic
coated for hangers in direct contact with copper tubing.
B. Building Attachments: Powder-actuated-type, drive-pin attachments with pullout and
? shear capacities appropriate for supported loads and building materials.
C. Mechanical-Expansion Anchors: Insert wedge-type attachments with pullout and shear
capacities appropriate for supported loads and building materials.
2.2 VIBRATiON ISOLATION AND SEISMIC CONTROL DEVICES
A. Vibration Supports:
1. Pads: Arranged in single or multiple layers of oil- and water-resistant neoprene or
rubber of sufficient stiffness for uniform loading over pad area, molded with a
nonslip pattern and galvanized-steel baseplates, and factory cut to sizes that match
requirements of supported equipment.
2. Restrained Mounts: Double-deflection type, with molded, oil-resistant fiberglass,
rubber or neoprene isolator elements with factory-drilled, encapsulated top pfate for
bolting to equipment and baseplate for bolting to structure. Provide isolator with
minimum 0.5-inch static deflection.
3. Spring Isolators: Freestanding, laterally stable, restrained-spring isolators. Provide
isolator with minimum 1-inch static deflection.
B. Vibration Hangers:
1. Elastomeric Hangers: Double-deflection type, with molded, oil-resistant rubber or
• neoprene isolator elements bonded to steel housings with threaded connections for
hanger rods. Provide isolator with minimum [0.5-inch static deflection.
:
COMMON WORK RESULTS FOR PLUMBING 220500 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
8
C. Seismic Restraints:
? 1. Resilient Isolation Washers and Bushings: One-piece, molded, oil- and water-
resistant neoprene, with a flat washer face.
2. Channel Support System: MFMA-3, shop- or field-fabricated support assembly
made of slotted steel channels with accessories for attachment to braced component
at one end and to building structure at the other end and other matching
components and with corrosion-resistant coating; and rated in tension, compression,
and torsion forces.
3. Restraining Cables: Galvanized steel cables with end connections made of steel
assemblies that swivel to final installation angle and utilize two clamping bolts for
cable engagement.
4. Mechanical Anchor Bolts: Seismic-rated, drill-in, and stud-wedge or female-wedge
type. Provide anchor bolts and hardware with zinc-coated steel for interior
applications and stainless steel for exterior applications. Select anchor bolts with
strength required for anchor and as tested according to ASTM E 488.
5. Adhesive Anchor Bolts: Drilled-in and capsule anchor system containing polyvinyl
or urethane methacrylate-based resin and accelerator, or injected polymer or hybrid
mortar adhesive. Provide anchor bolts and hardware with zinc-coated steel for
interior applications and stainless steel for exterior applications. Select anchor bolts
with strength required for anchor and as tested according to ASTM E 488.
„ 2.3 PRESSURE GAGES AND TEST PLUGS
A. Pressure Gages: Direct-mounting, indicating-dial type complying with ASME B40.100.
Dry metal case, minimum 2-1/2-inch diameter with red pointer on white face, and plastic
window. Minimum accuracy 3 percent of middle half of range. Range two times
operating pressure.
B. Test Plug: Corrosion-resistant brass or stainless-steel body with two self-sealing rubber
core inserts and gasketed and threaded cap, with extended stem for units to be installed in
insulated piping. Minimum pressure and temperature rating 500 psig at 200 deg F.
PART 3 - EXECUTION
3.1 GENERAL PIPING INSTALLATIONS
A. Instal) piping free of sags and bends.
B. Install fittings for changes in direction and branch connections.
C. Install sleeves for pipes passing through concrete and masonry walls, gypsum board
partitions, and concrete floor and roof slabs.
: D. Exterior Wall, Pipe Penetrations: Mechanical sleeve seals installed in steel or cast-iron
pipes for wall sleeves.
.
COMMON WORK RESULTS FOR PLUMBING 220500 - 2
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
i
E. Comply with requirements in Division 07 Section "Penetration Firestopping" for sealing
10 pipe penetrations in fire-rated construction.
F. Install unions at final connection to each piece of equipment.
G. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas
piping.
H. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar
metals in water piping.
3.2 GENERAL EQUIPMENT INSTALLATIONS
A. Install equipment to allow maximum possible headroom unless specific mounting heights
are not indicated.
B. Install equipment level and plumb, parallel and perpendicular to other building systems
and components, unless otherwise indicated.
C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement
? of components. Connect equipment for ease of disconnecting, with minimum
interference to other installations. Extend grease fittings to accessible locations.
9 D. Install equipment to allow right of way for piping installed at required slope.
3.3 HANGERS AND SUPPORTS
A. Comply with MSS SP-69 and MSS SP-89. Install building attachments within concrete or
to structural steel.
B. Install hangers and supports to allow controlled thermal and seismic movement of piping
systems.
C. Install powder-actuated drive-pin fasteners in concrete after concrete is cured. Do not use
in lightweight concrete or in slabs less than 4 inches thick.
D. Install mechanical-expansion anchors in concrete after concrete is cured. Do not use in
lightweight concrete or in slabs less than 4 inches thick.
E. See Division 21 Section "Water-Based Fire-Suppression Systems" for support of fire-
protection system piping.
F. Load Distribution: Instal) hangers and supports so piping live and dead loading and
stresses from movement will not be transmitted to connected equipment.
G. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as
' specified in piping system Specification Sections, install the following types:
i
COMMON WORK RESULTS FOR PLUMBING 220500 - 3
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
i
1. Adjustable Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or
? insulated stationary pipes, NPS 1/2 to NPS 30.
2. Pipe Hangers (MSS Type 5): For suspension of pipes, NPS 1/2 to NPS 4, to allow
off-center closure for hanger installation before pipe erection.
3. Adjustable Steel Band Hangers (MSS Type 7): For suspension of noninsulated
stationary pipes, NPS 1/2 to NPS.
4. Adjustable Band Hangers (MSS Type 9): For suspension of noninsulated stationary
pipes, NPS 1/2 to NPS 8.
5. Adjustable Swivel-Ring Band Hangers (MSS Type 10): For suspension of
noninsulated stationary pipes, NPS 1/2 to NPS 2.
H. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping
system Specification Sections, install the following types:
1. Extension Pipe or Riser Clamps (MSS Type 8): For support of pipe risers, NPS 3/4 to
N PS 2.
2. Carbon- or Alloy-Steel Riser Clamps (MSS Type 42): For support of pipe risers,
NPS 3/4 to NPS 2, if longer ends are required for riser clamps.
71
3.4 VIBRATION ISOLATION AND SEISMIC CONTROL DEVICE INSTALLATION
A. Adjust vibration isolators to allow free movement of equipment limited by restraints.
+ B. Install resilient bolt isolation washers and bushings on equipment anchor bolts.
C. Install cables so they do not bend across sharp edges of adjacent equipment or building
structure.
END OF SECTION 220500
I
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COMMON WORK RESULTS FOR PLUMBING 220500 - 4
NATIONAL CIIY BANK - Dublin, OH Job No. 2006090.07 6h 2/07
2.8 FIRESTOPPING
" A. Apply firestopping to electrical penetrations of fire-rated floor and wall assemblies to
restore original fire-resistance rating of assembly.
END OF SECTION 260500
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COMMON WORK RESULTS FOR ELECTRICAL 260500- 10
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
? SECTION 260923 - LIGHTING CONTROL DEVICES
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified lighting control devices will be
supplied as specified.
B. Quality Assurance: Lighting control devices shall be listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
C. Comply with NFPA 70.
PART 2 - PRODUCTS
- 2.1 DEVICES
K
? A. Line-Voltage Surge Protection: An integral part of the lighting control devices for 120- and
277-V solid-state equipment. For devices without integral line-voltage surge protection,
field-mounting surge protection shall comply with IEEE C62.41 and with UL 1449.
B. Electromechanical-Dial Time Switches: Comply with UL 917.
1. Contact Configuration: SPST.
2. Contact Rating: Listing or rating consistent with type of load served, including
tungsten filament, inductive, and high-inrush ballast. Control-Coil voltage shall
match control power.
3. Circuitry: Allow connection of a photoelectric relay as substitute for on-off function
of a program.
4. Astronomical time dial.
5. Eight-Day Program: Uniquely programmable for each weekday and holidays.
6. Skip-a-day mode.
7. Wound-spring reserve carryover mechanism to keep time during power failures,
minimum of 16 hours.
C. Outdoor Photoelectric Switches: Solid state, with SPST dry contacts rated for 1800-VA
tungsten or 1000-VA inductive, to operate connected relay, contactor coils, and
microprocessor input; complying with UL 773A.
1. Products:
a. G.E. Wiring Devices
:
LIGHTING CONTROL DEVICES 260923 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
_ b. Hubbell
' c. Cooper Wiring Devices
2. Light-Level Monitoring Range: 1.5 to 10 fc, with an adjustment for turn-on and turn-
off levels within that range.
3. Time Delay: 15-second minimum.
4. Surge Protection: Metal-oxide varistor, complying with IEEE C62.41.1,
IEEE C62.41.2, and IEEE 62.45 for Category A1 locations.
D. Indoor, Wall-Switch Occupancy Sensors:
1. Products:
a. Wattstopper
b. Hubbell
c. Approved equal
2. Type: Passive infrared
3. Voltage: 120/277 V.
y 4. Time Delay: Adjustable up to 30 minutes.
" 5. Field of View: 180 degrees.
? 6. Minimum Coverage Area: 900 sq. ft.
E. Lighting Contactors: Electrically operated and mechanically held, complying with
NEMA ICS 2 and UL 508.
F. Power Wiring to Supply Side of Remote-Control Power Sources: Not smaller than No. 12
AWG, complying with Division 26 Section "Common Work Results for Electrical."
G. Classes 2 and 3 Control Cable: Multiconductor cable with stranded copper conductors
not smaller than No. 18 AWG, complying with Division 26 Section "Common Work
Results for Electrical."
H. Class 1 Control Cable: Multiconductor cable with stranded copper conductors not smaller
than No. 14 AWG, complying with Division 26 Section "Common Work Results for
Electrical."
1. UPT Cable: 100 ohm, 4-pair UTP, formed into 25-pair, binder groups covered with a blue
thermoplastic jacket.
1. Comply with ICEA 5-90-661 for mechanical properties.
2. Comply with TIA/EIA-568-6.1 for performance specifications.
3. Comply with TIA/EIA-568-B.2, Category 5e.
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LIGHTING CONTROL DEVICES 260923 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
«
SECTION 220523 - GENERAL-DUTY VALVES FOR PLUMBING PIPING
PART 1 - GENERAL (Not Applicable)
PART 2 - PRODUCTS
2.1 GENERAL-DUTY VALVES
A. End Connections: Threads shall comply with ANSI 131.20.1. Flanges shall comply with
ANSI B16.1 for cast-iron valves and with ANSI B16.24 for bronze valves. Solder-joint
connections shall comply with ANSI B16.18.
B. One-Piece, Copper-Alloy Ball Valves: Brass or bronze body with chrome-plated bronze
ball, PTFE or TFE seats, and 600-psig CWP rating.
C. Bronze Globe Valves: Class 125, bronze body with bronze disc and union-ring bonnet.
" PART 3 - EXECUTION
r
.
3.1 INSTALLATION
A. Use ball valves for shutoff duty; globe and ball for throttling duty.
B. Locate valves for easy access and provide separate support where necessary.
C. Install valves for each fixture and item of equipment.
D. Install valves in horizontal piping with stem at or above center of pipe.
E. Install valves in a position to allow full stem movement.
END OF SECTION 220523
GENERAL-DUTY VALVES FOR PLUMBING PIPING 220523 - 1
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
PART 3 - EXECUTION
3.1 INSTALLATION
A. instail and aim sensors in locations to achieve at least 90 percent coverage of areas
indicated. Do not exceed coverage limits specified in manufacturer's written instructions.
B. Install field-mounting transient voltage suppressors for lighting control devices in
Category A locations that do not have integral line-voltage surge protection.
C. Label time switches and contactors with a unique designation.
D. Verify actuation of each sensor and adjust time delays.
END OF SECTION 260923
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LIGHTING CONTROL DEVICES 260923 - 3
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 262416 - PANELBOARDS
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PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified panelboards will be supplied as
specified.
B. Comply with NEMA PB 1.
C. Compiy with NFPA 70.
PART 2 - PRODUCTS
2.1 MANUACTURED UNITS
A. Surface-mounted, NEMA PB 1, Type 1.
1. Front: Secured to box with concealed trim clamps.
2. Doors: With concealed hinges, flush catches, and tumbler locks, all keyed alike.
3. Bus: Hard-drawn copper, 98 percent conductivity for each phase, neutral, and
ground.
4. Extra-Capacity Neutral Bus: Rated 200 percent of phase bus, and UL listed as
suitable for nonlinear loads.
5. Main and Neutral Lugs: Type suitable for use with conductor material.
6. Extra-Capacity Neutral Lugs: Rated 200 percent of phase lugs.
7. Equipment Ground Bus: Bonded to box.
8. Feed-through Lugs: Type suitable for use with conductor material.
B. Panelboard Short-Circuit Rating: Fully rated to interrupt symmetrical short-circuit current
available at terminals].
2.2 LIGHTING AND APPLIANCE PANELBOARDS
A. Branch Overcurrent Protective Devices: Bolt-on circuit breakers.
2.3 DISTRIBUTION PANELBOARDS
A. Doors: Omit in fused-switch panelboards.
B. Main Overcurrent Protective Devices: Circuit breaker.
C. Branch overcurrent protective devices shall be one of the following:
PANELBOARDS 262416 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
1. For Circuit-Breaker Frame Sizes 125 A and Smaller: Bolt-on type.
2. For Circuit-Breaker Frame Sizes Larger Than 125 A: Bolt-on circuit breakers; plug-in
circuit breakers where individual positive-locking device requires mechanical
release for removal.
3. Fused switches.
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PART 3 - EXECUTION
3.1 INSTALLATION
A. Install panelboards and accessory items according to NEMA PB 1.1. Indicate installed
circuit loads on a typed circuit directory after balancing panelboard loads.
B. Design each fastener and support to carry load indicated by seismic requirements and
according to seismic-restraint details. See Division 26 Section "Vibration and Seismic
Controls for Electrical Systems." for seismic-restraint requirements.
C. Mount top of trim 74 inches above finished floor, unless otherwise indicated.
D. Arrange conductors into groups; bundle and wrap with wire ties.
- END OF SECTION 262416
PANELBOARDS
NATIONAL CITY BANK - Dublin, OH
No. 2006090.07
262416 - 2
6/12/07
SECTION 262726 - WIRING DEVICES
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PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified wiring devices will be supplied as
specified.
B. Quality Assurance: Wiring devices shall be listed and (abeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked
for intended use.
C. Comply with NFPA 70.
PART 2 - PRODUCTS
2.1 DEVICES
A. Convenience Receptacles: NEMA WD 1, NEMA WD 6, Configuration 5-20R, and
UL 498.
1. Products:
a. G.E. Wiring Devices
b. Hubbell
c. Cooper Wiring Devices
B. Duplex GFCI Convenience Receptacles: 125 V, 20 A, straight blade, feed-through type.
NEMA WD 1, NEMA WD 6, UL 498, and UL 943, Class A, and include indicator light
that is (ighted when device is tripped.
1. Products:
a. G.E. Wiring Devices
b. Hubbell
c. Cooper Wiring Devices
C. Duplex TVSS Convenience Receptacles: Straight blade, 125 V, 20 A; NEMA WD 6
Configuration 5-20R.
1. Products:
WIRING DEVICES
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07
262726 - 1
6J12/07
a. G.E. Wiring Devices
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b. Hubbeil
c. Cooper Wiring Devices
D. Snap Switches: NEMA WD 1 and UL 20. Single-pole, double-throw, momentary contact,
center-off switches, 120/277 V, 20 A; for use with mechanically held lighting contactors.
1. Products:
a. G.E. Wiring Devices
b. Hubbell
c. Cooper Wiring Devices
E. Telephone Outlet: Single RJ-45 jack for terminating 100-ohm, balanced, 4-pair UTP;
TIA/EIA-568-B.1; complying with Category 5e. Comply with UL 1863.
1. Products:
• a. G.E. Wiring Devices
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, b. Hubbell
c. Cooper Wiring Devices
F. Wall Plates, Finished Areas: Smooth, high-impact thermoplastic, fastened with metal
screws having heads matching plate color.
G. Wall Plates, Unfinished Areas: Galvanized steel with metal screws.
H. Wall Plates, Damp Locations: Cast aluminum with spring-loaded lift cover, and listed and
labeled for use in wet (ocations.
1. Finishes:
1. Wiring Devices Connected to Normal Power System: Ivory unless otherwise
indicated or required by NFPA 70 or device listing.
2. Wiring Devices Connected to Emergency Power System: Red.
3. TVSS Devices: Blue.
PART 3 - EXECUTION
3.1 INSTALLATION
4
rt A. Comply with NECA 1, including the mounting heights listed in that standard, unless
` otherwise noted.
:
WIRING DEVICES 262726 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
B. install devices and assemblies plumb, level, and square with building lines.
C. When mounting into metal boxes, remove the fiber or plastic washers used to hold device
mounting screws in yokes, allowing metal-to-metal contact.
D. Install unshared neutral conductors on line and load side of dimmers.
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E. Mount devices flush, with long dimension vertical, and grounding terminal of receptacles
on top unless otherwise indicated. Group adjacent devices under single, multigang wall
plates.
END OF SECTION 262726
WIRING DEVICES
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07
262726-3
6/12/07
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? SECTION 262816 - ENCLOSED SWITCHES
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PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: This Section includes individually mounted, enclosed switches, and their
enclosures.
B. Comply with NFPA 70.
C. Furnish extra materials described below that match products installed.
1. Spares fuses for fusible switches.
PART 2 - PRODUCTS
, 2.1 FUSIBLE AND NONFUSIBLE SWITCHES
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A. Fusible Switch, 600 A and Smaller: NEMA KS 1, Type GD, with clips or bolt pads to
' accommodate specified fuses and lockable handle; interlocked with cover in closed
position.
Nonfusible Switch, 600 A and Smaller: NEMA KS 1, Type GD, lockable handle, interlocked
with cover in closed position.
B. NEMA AB 1 and NEMA KS 1 to meet environmental conditions of installed location.
1. Outdoor Locations: NEMA 250, Type 3R.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Comply with applicable portions of NECA 1, NEMA PB 1.1, and NEMA PB 2.1 for
installation of enclosed switches and circuit breakers.
B. Mount individual wall-mounting switches with tops at uniform height, unless otherwise
indicated.
3.2 FIELD QUALITY CONTROL
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? A. Perform the following field tests and inspections and prepare test reports:
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ENCLOSED SWITCHES 262816 - 1
NATIONAL CITY BANK - Dublin, OH )ob No. 2006090.07 6/12/07
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1. Perform each electrical test and visual and mechanical inspection stated in
+ NETA ATS, Section 7.5 for switches. Certify compliance with test parameters.
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3.3 CLEANING
A. On completion of installation, vacuum dirt and debris from interiors; do not use
compressed air to assist in cleaning.
END OF SECTION 262816
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ENCLOSED SWITCHES 262816 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 265000 - LIGHTING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified products below will be supplied as
specified.
B. Fixtures, Emergency Lighting Units, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
C. Coordinate ceiling-mounted luminaires with ceiling construction, mechanical work, and
security and fire-prevention features mounted in ceiling space and on ceiling.
PART 2 - PRODUCTS
.
?. 2.1 BALLASTS
it
A. Ballasts for Linear Fluorescent Lamps:
1. Electronic: Comply with ANSI C82.11; instant-start type.
2. Electromagnetic: Comply with ANSI C82.1; energy saving, high-power factor,
Class P, and having automatic-reset thermal protection.
3. For Temperatures Minus 20 Deg F and Higher: Electromagnetic type designed for
use with indicated lamp types.
B. Ballasts for Compact Fluorescent Lamps: Electronic programmed rapid-start type.
1. Lamp end-of-life detection and shutdown circuit.
2. Automatic lamp starting after lamp replacement.
3. Sound Rating: Amperes.
4. BF: 0.95 or higher unless otherwise indicated.
5. Power Factor: 0.95 or higher.
C. Internal-Type Emergency Fluorescent Power Unit: Self-contained, modular, battery-
inverter unit, factory mounted within lighting fixture body and compatible with ballast.
Comply with UL 924.
1. Emergency Connection: Operate 1 fluorescent lamp(s) continuously at an output of
1100 lumens each. Connect unswitched circuit to battery-inverter unit and
switched circuit to fixture ballast.
? 2. Night-Light Connection: Operate one fluorescent lamp continuously.
,i
UGHTING 265000 - 1
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 230500 - COMMON WORK RESULTS FOR HVAC
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: General requirements for hangers and supports, vibration isolation and seismic
restraints, and meters and gages.
PART 2 - PRODUCTS
2.1 HANGERS AND SUPPORTS
A. Hanger and Pipe Attachments: Factory fabricated with galvanized coatings; nonmetallic
coated for hangers in direct contact with copper tubing.
B. Building Attachments: Powder-actuated-type, drive-pin attachments with pullout and
shear capacities appropriate for supported loads and building materials.
, C. Mechanical-Expansion Anchors: Insert wedge-type attachments with pullout and shear
capacities appropriate for supported loads and building materials.
2.2 VIBRATION ISOLATION AND SEISMIC CONTROL DEVICES
A. Vibration Supports:
1. Pads: Arranged in single or multiple layers of oil- and water-resistant neoprene or
rubber of sufficient stiffness for uniform loading over pad area, molded with a
nonslip pattern and galvanized-steel baseplates, and factory cut to sizes that match
requirements of supported equipment.
2. Restrained Mounts: Double-deflection type, with molded, oil-resistant fiberglass,
rubber or neoprene isolator elements with factory-drilled, encapsulated top plate for
bolting to equipment and baseplate for bolting to structure. Provide isolator with
minimum 0.5-inch static deflection.
3. Spring Isolators: Freestanding, laterally stable, restrained-spring isolators. Provide
isolator with minimum 1-inch static deflection.
B. Vibration Hangers:
1. Elastomeric Hangers: Double-deflection type, with molded, oil-resistant rubber or
neoprene isolator elements bonded to stee) housings with threaded connections for
hanger rods. Provide isolator with minimum 0.5-inch static deflection.
? 2. Spring Hangers: Combination coil-spring and elastomeric-insert hanger with spring
and insert in compression. Provide isolator with minimum 1-inch static deflection.
COMMON WORK RESULTS FOR HVAC 230500 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
C. Seismic Restraints:
1. Resilient Isolation Washers and Bushings: One-piece, molded, oil- and water-
resistant neoprene, with a flat washer face.
2. Channel Support System: MFMA-3, shop- or field-fabricated support assembly
made of slotted steel channels with accessories for attachment to braced component
at one end and to building structure at the other end and other matching
components and with corrosion-resistant coating; and rated in tension, compression,
and torsion forces.
3. Restraining Cables: Galvanized-steel cables with end connections made of steel
assemblies that swivel to final installation angle and utilize two clamping bolts for
cable engagement.
4. Mechanical Anchor Bolts: Seismic-rated, drill-in, and stud-wedge or female-wedge
type. Provide anchor bolts and hardware with zinc-coated steel for interior
applications and stainless steel for exterior applications. Select anchor bolts with
strength required for anchor and as tested according to ASTM E 488.
5. Adhesive Anchor Bolts: Drilled-in and capsule anchor system containing polyvinyl
or urethane methacrylate-based resin and accelerator, or injected polymer or hybrid
mortar adhesive. Provide anchor bolts and hardware with zinc-coated steel for
interior applications and stainless steel for exterior applications. Select anchor bolts
with strength required for anchor and as tested according to ASTM E 488.
PART 3 - EXECUTION
3.1 GENERAL PIPING INSTALLATIONS
A. Install piping free of sags and bends.
B. Install fittings for changes in direction and branch connections.
C. Comply with requirements in Division 07 Section "Penetration Firestopping" for sealing
pipe penetrations in fire-rated construction.
D. Install unions at final connection to each piece of equipment.
E. Install dielectric unions and flanges to connect piping materials of dissimilar metals in gas
pipi ng.
F. Install dielectric coupling and nipple fittings to connect piping materials of dissimilar
metals in water piping.
3.2 GENERAL EQUIPMENT INSTALLATIONS
A. Install equipment to allow maximum possible headroom unless specific mounting heights
are not indicated.
COMMON WORK RESULTS FOR HVAC 230500 - 2
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
B. Install equipment level and plumb, parallel and perpendicular to other building systems
? and components, unless otherwise indicated.
C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement
of components. Connect equipment for ease of disconnecting, with minimum
interference to other installations. Extend grease fittings to accessible locations.
D. Install equipment to allow right of way for piping installed at required slope.
3.3 CONCRETE BASES
A. Anchor equipment to concrete base according to equipment manufacturer's written
instructions and according to seismic codes at Project.
B. Construct concrete bases of dimensions indicated, but not less than 4 inches larger in both
directions than supported unit.
C. Install dowel rods on 18-inch centers around the full perimeter of the base to connect
concrete base to concrete floor.
, D. Place and secure anchorage devices. Use supported equipment manufacturer's setting
drawings, templates, diagrams, instructions, and directions furnished with items to be
embedded.
E. Use 3000-psi, 28-day compressive-strength concrete and reinforcement as specified in
Division 03 Section "Cast-in-Place Concrete."
3.4 HANGERS AND SUPPORTS
A. Comply with MSS SP-69 and MSS SP-89. Install building attachments within concrete or
to structural steel.
B. Install hangers and supports to allow controlled thermal and seismic movement of piping
systems.
C. Install powder-actuated drive-pin fasteners in concrete after concrete is cured. Do not use
in lightweight concrete or in slabs less than 4 inches thick.
D. Install mechanical-expansion anchors in concrete after concrete is cured. Do not use in
lightweight concrete or in slabs less than 4 inches thick.
E. Comply with requirements in Division 07 Section "Penetration Firestopping" for sealing
pipe penetrations in fire-rated construction.
F. Load Distribution: Install hangers and supports so piping live and dead loading and
stresses from movement will not be transmitted to connected equipment.
COMMON WORK RESULTS FOR HVAC 230500 - 3
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6h 2/07
a
G. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as
_ specified in piping system Specification Sections, install the following types:
1. Adjustable Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or
insulated stationary pipes, NPS 1/2 to NPS 30.
2. Pipe Hangers (MSS Type 5): For suspension of pipes, NPS 1/2 to NPS 4, to allow
off-center closure for hanger installation before pipe erection.
3.5 VIBRATION ISOLATION AND SEISMIC CONTROL DEVICE INSTALLATION
A. Adjust vibration isolators to allow free movement of equipment limited by restraints.
B. Install resilient bolt isolation washers and bushings on equipment anchor bolts.
C. Install cables so they do not bend across sharp edges of adjacent equipment or building
structure.
END OF SECTION 230500
COMMON WORK RESULTS FOR HVAC 230500 - 4
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. This Section includes testing and balancing to produce design objectives for air systems.
B. Certified Reports: Submit two copies of reports prepared, as specified in this Section, on
approved forms certified by test and balance firm.
C. TAB Firm Qualifications: Engage a TAB firm certified by either AABC or NEBB.
D. TAB Report Forms: Use standard forms from AABC's "National Standards for Testing and
Balancing Heating, Ventilating, and Air Conditioning Systems." Or NEBB's "Procedural
Standards for Testing, Adjusting, and Balancing of Environmental Systems".
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine the Contract Documents to become familiar with Project requirements and to
discover conditions in systems' designs that may preclude proper test and balance of
systems and equipment.
B. Examine approved submittal data of HVAC systems and equipment.
C. Examine system and equipment installations to verify that they are complete and that
testing, cleaning, adjusting, and commissioning specified in individual Sections have been
performed.
D. Examine HVAC system and equipment installations to verify that indicated balancing
devices, such as test ports, gage cocks, thermometer wells, flow-control devices, balancing
valves and fittings, and manual volume dampers, are properly installed, and that their
locations are accessible and appropriate for effective balancing and for efficient system
and equipment operation.
E. Examine systems for functional deficiencies that cannot be corrected by adjusting and
balancing.
: F. Examine HVAC equipment to ensure that clean filters have been installed, belts are
aligned and tight, and equipment with functioning controls is ready for operation.
TESTING, ADJUSTING, AND BALANCING FOR HVAC 230593 - 1
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
G. Examine terminal units, such as air terminals, to verify that they are accessible and their
? controis are connected and functioning.
H. Examine automatic temperature system components to verify the following:
1. Dampers, valves, and other controlled devices are operated by the intended
controller.
2. Dampers and valves are in the position indicated by the controller.
3. Integrity of dampers and valves for free and full operation and for tightness of fully
closed and fully open positions. This includes dampers in multizone units, mixing
boxes, and variable-air-volume terminals.
4. Thermostats are located to avoid adverse effects of sunlight, drafts, and cold walls.
5. Sensors are located to sense only the intended conditions.
6. Sequence of operation for control modes is according to the Contract Documents.
7. Controller set points are set at indicated values.
8. Interlocked systems are operating.
9. Changeover from heating to cooling mode occurs according to indicated values.
1. Report deficiencies discovered before and during performance of test and balance
procedures.
3.2 GENERAL PROCEDURES FOR TESTING AND BALANCING
? A. Perform testing and balancing procedures on each system according to the procedures
contained in AABC's "National Standards for Testing and Balancing Heating, Ventilating,
and Air Conditioning Systems" or NEBB's "Procedural Standards for Testing, Adjusting,
and Balancing of Environmental Systems" and this Section.
B. Cut insulation, ducts, pipes, and equipment cabinets for installation of test probes to the
minimum extent necessary to allow adequate performance of procedures. After testing
and balancing, close probe holes and patch insulation with new materials identical to
those removed. Restore vapor barrier and finish according to insulation Specifications for
this Project.
C. Mark equipment and balancing device settings with paint or other suitable, permanent
identification material, including damper-control positions, valve position indicators, fan-
speed-control levers, and similar controls and devices, to show final settings.
D. Take and report testing and balancing measurements in inch-pound (IP) units.
3.3 GENERAL PROCEDURES FOR BALANCING AIR SYSTEMS
A. Determine the best locations in main and branch ducts for accurate duct airflow
measurements.
: B. Verify that motor starters are equipped with properly sized thermal protection.
C. Check for airflow blockages.
TESTING, ADJUSTING, AND BALANCING FOR HVAC 230593 - 2
NATIONAL CITY BANK - Dublin, OH job No. 2006090.07 6/12/07
D. Check condensate drains for proper connections and functioning.
.
E. Check for proper sealing of air-handling unit components.
F. Check for proper sealing of air duct system.
3.4 TOLERANCES
A. Set HVAC system airflow and water flow rates within the following tolerances:
1. Supply, Return, and Exhaust Fans and Equipment with Fans: Plus 5 to plus 10
percent.
2. Air Outlets and Inlets: 0 to minus 10 percent.
END OF SECTION 230593
TESTING, ADJUSTING, AND BALANCING FOR HVAC 230593 - 3
NATIONAL CITY BANK- Dubiin, OH Job No. 2006090.07 6/12/07
SECTION 230700 - HVAC INSULATION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified insulation will be supplied as
specified.
B. Quality Assurance: Labeled with maximum flame-spread index of 25 and maximum
smoke-developed index of 50 according to ASTM E 84.
PART 2 - PRODUCTS
2.1 INSULATION MATERIALS
A. Mineral-Fiber Blanket Insulation: Comply with ASTM C 553, Type II and ASTM C 1290,
" Type I.
. B. Mineral-Fiber Board Insulation: Comply with ASTM C 612, Type IA or Type IB. For
equipment applications, provide insulation [without factory-applied jacket] [with factory-
applied ASJ] [with factory-applied FSK jacket].
C. Mineral-Fiber, Preformed Pipe Insulation: Comply with ASTM C 547, Type I, Grade A,
with factory-applied ASJ.
D. Mineral-Fiber Adhesive: Comply with MIL-A-3316C, Class 2, Grade A.
E. Vapor-Barrier Mastic: Water based; suitable for indoor and outdoor use on below ambient
services.
F. Factory-Applied Jackets: When factory-applied jackets are indicated, comply with the
following:
1. ASJ: White, kraft-paper, fiberglass-reinforced scrim with aluminum-foil backing;
complying with ASTM C 1136, Type I.
2. FSK Jacket: Aluminum-foil, fiberglass-reinforced scrim with kraft-paper backing;
complying with ASTM C 1136, Type II.
G. ASJ Tape: White vapor-retarder tape matching factory-applied jacket with acrylic
adhesive, complying with ASTM C 1136.
H. FSK Tape: Foil-face, vapor-retarder tape matching factory-applied jacket with acrylic
adhesive; complying with ASTM C 1136.
HVAC INSULATION 230700- 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
PART 3 - EXECUTION
3.1 INSULATION INSTALLATION
A. Comply with requirements of the Midwest Insulation Contractors Association's "National
Commercial & Industrial Insulation Standards" for insulation installation on pipes and
equipment.
B. Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated):
Install insulation continuously through walls and partitions.
C. Insulation Installation at Fire-Rated Wall, Partition, and Floor Penetrations: Install
insulation continuously through penetrations. Seal penetrations. Comply with
requirements in Division 07 Section "Penetration Firestopping."
D. Mineral-Fiber Insulation Installation:
1. Insulation Installation on Straight Pipes and Tubes: Where vapor barriers are
indicated, seal longitudinal seams, end joints, and protrusions with vapor-barrier
mastic and joint sealant.
, 2. For insulation with factory-applied jackets on above ambient surfaces, secure laps
with outward clinched staples at 6 inches (150 mm) o.c.
3. For insulation with factory-applied jackets on below ambient surfaces, do not staple
' longitudinal tabs but secure tabs with additional adhesive as recommended by
insulation material manufacturer and seal with vapor-barrier mastic and flashing
sealant.
4. Blanket and Board Insulation Installation on Ducts and Plenums: Secure with
adhesive and insulation pins.
5. For ducts and plenums with surface temperatures below ambient, install a
continuous unbroken vapor barrier.
E. Plenums and Ducts Requiring Insulation:
1. Concealed supply and outdoor air.
2. Concealed return air located in nonconditioned space.
3. Concealed exhaust air.
F. Plenums and Ducts Not Insulated:
1. Metal ducts with duct liner.
2. Factory-insulated plenums and casings.
3. Flexible connectors.
4. Vibration-control devices.
5. Factory-insulated access panels and doors.
G. Piping Requiring insulation:
1. Condensate Drainage Piping.
HVAC INSULATION 230700 - 2
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
3.2 DUCT AND PLENUM INSULATION SCHEDULE
A. Concealed duct insulation shall be the following:
1. Mineral-Fiber Blanket: 1-1/2 inches thick and 0.75-Ib/cu. ft. nominal density.
2. Mineral-Fiber Board: 1-1/2 inches thick and 2-Ib/cu. Ft nominal density.
3.3 HVAC PIPING INSULATION SCHEDULE
A. Condensate Piping: Insulation shall be the following:
1. Mineral-Fiber, Preformed Pipe, Type I 1 inch thick.
B. Refrigerant Suction Piping: Insulation shall be one of the following:
1. Flexible Elastomeric: 1 inch thick.
C. Refrigerant Suction Flexible Tubing: Insulation shall be the following:
1. Flexible Elastomeric: 1 inch thick.
END OF SECTION 230700
HVAC INSULATION 230700 - 3
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
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SECTION 233100 - HVAC DUCTS AND CASINGS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Summary: Metal and nonmetal ducts and accessories in pressure classes 2-inch wg or less
and a maximum velocity of 2400 fpm.
B. Comply with NFPA 90B for systems serving spaces in 1- or 2-family dwellings or serving
spaces less than 25,000 cu. ft. (708 cu. m).
C. Comply with UL 181 and UL 181A for ducts and closures.
PART 2 - PRODUCTS
2.1 DUCTS
A. Galvanized Steel Sheet: Forming steel with minimum G60 hot-dip galvanized coating.
B. Carbon-Steel Sheets: ASTM A 366/A 366M, cold-rolled sheets; commercial quality; with
oiled, matte finish for exposed ducts.
C. Duct Liner: ASTM C 1071, Type II, 1 inch thick; with an airstream surface coated with a
high-temperature-resistant coating.
1. Adhesive: ASTM C 916, Type I.
2. Mechanical Fasteners: Galvanized steel pin, length required to penetrate liner plus
a maximum 1/8-inch projection into the airstream.
D. Joint and Seam Tape, and Sealant: Comply with UL 181A.
E. Rectangular Metal Duct Fabrication: Comply with SMACNA's "HVAC Duct Construction
Standard" for metal thickness, reinforcing types and intervals, tie-rod applications, and
joint types and intervals.
2.2 ACCESSORIES
A. Volume-Control Dampers: Factory-fabricated volume-control dampers, complete with
required hardware and accessories. Single blade and multiple opposed blade, standard
leakage rating, and suitable for horizontal or vertical applications.
B. Flexible Connectors: Flame-retarded or noncombustible fabrics, coatings, and adhesives
complying with UL 181, Class 1.
HVAC DUCTS AND CASINGS 233100 - 1
NATIONAL CITY BANK- Dublin, OH 1ob No. 2006090.07 6/12/07
C. Flexibie Ducts: Spiral-wound steel spring with flameproof vinyl sheathing.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Duct System Pressure Class: Construct and install each duct system for the specific duct
pressure classification indicated.
B. Conceal ducts from view in finished and occupied spaces.
C. Avoid passing through electrical equipment spaces and enclosures.
D. Support and connect metal ducts according to SMACNA's "HVAC Duct Construction
Standard."
E. Install duct accessories according to details of construction as shown in SMACNA
standards.
F. Install volume-control dampers in lined duct with methods to avoid damage to liner and
to avoid erosion of duct liner.
3.2 TESTING, ADJUSTING, AND BALANCING
A. Balance airflow within distribution systems, including submains, branches, and terminals
to indicated quantities.
END OF SECTION 233100
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HVAC DUCTS AND CASINGS ` 233100 - 2
NATIONAL CITY BANK- Dublin, OH Job-No. 2006090.07 6/12/07
SECTION 233423 - HVAC POWER VENTILATORS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified power ventilators will be supplied as
specified.
B. Bear the AMCA seal.
C. Comply with UL 705.
D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in
NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,
and marked for intended use.
PART 2 - PRODUCTS
2.1 CEILING-MOUNTING OR IN-LINE CENTRIFUGAL VENTILATORS
A. Basis-of-Design Product: Product indicated on Drawings or comparable product by one of
the following:
1. Cook
B. Housing: Steel, lined with acoustical insulation.
C. Fan Wheel: Centrifugal wheels directly mounted on motor shaft. Fan shrouds, motor, and
fan wheel shall be removable for service.
D. Grille: Plastic louvered or egg-crate grille with flange on intake and thumbscrew
attachment to fan housing.
E. Electrical Requirements: )unction box for electrical connection on housing and receptacle
for motor plug-in.
F. Accessories:
1. Isolation: Rubber-in-shear vibration isolators.
HVAC POWER VENTILATORS 233423 - 1
NATIONAL CI7Y BANK - Dublin, OH Job No. 2006090.07 6/12/07
PART 3 - EXECUTION
3.1 INSTALLATION
A. Ceiling-Mounted Units: Suspend units from structure using steel wire or metal straps.
B. Ground power ventilators.
END OF SECTION 233423
HVAC POWER VENTILATORS 233423 - 2
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
Copyright 2003 and 2005 AIA MASTERSPEC Small Project 2005 Edition
SECTION 233600-AIR TERMINAL UNITS
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Product Data.
B. Comply with NFPA 70.
PART 2 - PRODUCTS
2.1 FAN-POWERED AIR TERMINAL UNITS
A. Configuration: Volume-damper assembly and fan in series arrangement inside unit casing
with control components inside a protective metal shroud.
' B. Casing: Double wall with 1" matte insulation. Round inlet duct connections for duct
attachment. Flanged outlet duct connections. Removable panels for access to dampers
_ and other parts requiring service, adjustment, or maintenance; with airtight.
C. Volume Damper: Galvanized steel with peripheral gasket and self-lubricating bearings.
D. Fan Section: Direct Drive with speed control switch.
E. Air Filter: 1-inch thick, fiberglass throwaway.
F. Electric Heating Coil: Slip-in-type, open-coil design with integral control box factory
wired and installed. Include primary and secondary overtemperature protection, nickel-
chrome 80/20 heating elements, fan interlock contacts, disconnect switch, fuses, and
magnetic contactor for each step of control (for three-phase coils).
G. Controls: Electrical components shall be mounted in control box with removable cover.
Incorporate single-point electrical connection to power source. Factory-mounted
transformer for control voltage. Fan and controls wired to terminal strip and terminal lugs.
Enclose terminal lugs in terminal box sized according to NFPA 70. Factory-mounted,
fused-type disconnect switch.
H. Control Panel Enclosure: NEMA 250, Type 1, with access panel sealed from airflow and
mounted on side of unit.
Electronic Controls: Bidirectional damper operator and microprocessor-based controller
with integral airflow transducer and room sensor shall be compatible with temperature
controls.
AIR TERMINAL UNITS 233600 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
Copyright 2003 and 2005 AIA MASTERSPEC Small Project
Control Sequence:
2005 Edition
1. With central systern fan operating in occupied mode, sequence the controls as
fol lows:
a. When in occupied mode, start unit fan and modulate primary air damper to
maintain roorn temperature.
b. On reduced-cooling demand, close primary air damper to minimum
position at a field-adjustable point, air terminal fan is energized.
c. As cooling demand increases, open primary air damper.
d. If central duct system pressure varies, modulate volume damper to maintain
primary airflow required to satisfy cooling requirement.
e. On heating demand, energize heating coil.
2. With central system fan operating in unoccupied mode, sequence the controls as
follows:
a. On heating demand, energize air terminal unit fan and heating coil.
b. Maintain field-adjustable setback temperature.
c. Close primary air damper.
2.2
' A.
B.
C.
D.
VAV AIR TERMINAL UNITS
Configuration: Volume-damper assembly inside unit casing with control components
located inside a protective metal shroud.
Volume Damper: Galvanized steel with peripheral gasket and self-lubricating bearings.
Electronic Controls: Bidirectional damper operator and m i crop rocessor-based controller
with integral airflow transducer and room sensor; compatible with temperature controls.
Control Sequence:
1. With Central System Fan Operating in Occupied Mode:
a. When in occupied mode, modulate volume damper to maintain room
temperature.
b. On reduced-cooling demand, close volume damper to minimum position.
c. If central duct system pressure varies, modulate volume damper to maintain
primary airflow required to satisfy cooling requirement.
d. On heating demand, reduce to minimum airflow.
;
2. With central system fan operating in unoccupied mode, terminal remains closed.
AIR TERMINAL UNITS 233600 - 2
NATIONAL CIIY BANK- Dublin, OH Job No. 2006090.07 6/12/07
Copyright 2003 and 2005 AIA MASTERSPEC Small Project 2005 Edition
- PART 3 - EXECUTION
Y
3.1 INSTALLATION
A. Install air terminal units level and plumb. Maintain sufficient clearance for normal service
and maintenance.
B. Install piping adjacent to air terminal units to allow service and maintenance.
C. Connect ducts to air terminal units.
END OF SECTION 233600
AIR TERMINAL UNITS 233600 - 3
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES
PART 1 - PRODUCTS
1.1 OUTLETS AND INLETS
A. Diffusers and Grilles as scheduled on drawings:
1. Available Products:
a. Price
b. Titus
c. Krueger
PART 2 - EXECUTION
2.1 INSTALLATION
? A. Coordinate location and installation with duct installation and installation of other ceiling-
and wall-mounted items.
B. Locate ceiling diffusers, registers, and grilles, as indicated on Drawings. Unless otherwise
indicated, locate units on center line of acoustical ceiling panels.
END OF SECTION 233713
.
DIFFUSERS, REGISTERS, AND GRILLES 233713 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL
PART 1 - PRODUCTS
1.1 RACEWAYS
A. Raceways:
1. EMT: ANSI C80.3, zinc-coated steel, with set-screw or compression fittings.
2. ENT: NEMA TC 13, complying with UL 1653.
3. FMC: Zinc-coated steel.
4. IMC: ANSI C80.6, zinc-coated steel, with threaded fittings.
5. LFMC: Zinc-coated, flexible steel with sunlight-resistant and mineral-oil-resistant
plastic jacket.
6. RNC: NEMA TC 2, Type EPC-40-PVC, with NEMA TC3 fittings.
7. Raceway Fittings: Specifically designed for raceway type used in Project.
B. Wireways: Sheet metal sized and shaped, with screw covers.
C. Surface Raceways:
1. Metal: Galvanized steel with snap-on covers. Prime coating, ready for field
painting.
D. Floor Boxes: Cast metal, rectangular.
1.2 CONDUCTORS AND CABLES
A. Conductors:
1. Conductors, No. 10 AWG and Smaller: Solid or stranded copper.
2. Conductors, Larger than No. 10 AWG: Stranded copper.
3. Insulation: Thermoplastic, rated at 75 deg C minimum.
4. Wire Connectors and Splices: Units of size, ampacity rating, material, type, and
class suitable for service indicated.
.
B. Cable Type NM-B Cable: Comply with UL 719 with Type THHN/THWN conductors
complying with UL 83.
C. Cable Type SEU: Comply with UL 854 with Type THHN/THWN conductors complying
with UL 83.
D. Cable Type UF-B: Comply with UL 493 with Type THHN/THWN conductors complying
with UL 83.
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 1
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
- 1.3 GROUNDING MATERIALS
? A. Conductors: Solid for No. 8 AWG and smaller, and stranded for No. 6 AWG and larger
unless otherwise indicated.
1. Insulated Conductors: Copper wire or cable insulated for 600 V unles5 otherwise
required by applicable Code or authorities having jurisdiction.
2. Bare, Solid-Copper Conductors: Comply with ASTM B 3.
3. Bare, Stranded-Copper Conductors: Comply with ASTM B 8.
B. Ground Rods: Copper-clad steel, sectional type; 5/8 by 96 inches in diameter.
C. Bolted Connectors for Conductors and Pipes: Copper or copper alloy, bolted pressure-
type, with at least two bolts with clamp-type pipe connectors sized for pipe.
D. Welded Connectors: Exothermic-welding kits of types recommended by kit manufacturer
for materials being joined and installation conditions.
1.4 ELECTRICAL IDENTIFICATION MATERIALS
A. Raceway Identification Materials: Snap-around, color-coding bands; flexible, preprinted,
color-coded acrylic.
? B. Conductor ldentification Materials: Color-Coding Conductor Tape: Self-adhesive vinyl
tape 1 to 2 inches wide.
C. Underground-Line Warning Tape: Permanent, bright-colored, continuous-printed,
polyethylene tape with continuous metallic strip or core.
D. Tape Markers for Wire: Vinyl or vinyl-cloth, self-adhesive, wraparound type with circuit
identification legend machine printed by thermal transfer or equivalent process.
E. Self-Adhesive Warning Labels: Factory printed, multicolor, pressure-sensitive adhesive
labels, configured for display on front cover, door, or other access to equipment unless
otherwise indicated.
F. Metal-Backed, Butyrate Warning Signs: Weather-resistant, nonfading, preprinted,
cellulose-acetate butyrate signs with 0.0396-inch galvanized-steel backing; and with
colors, legend, and size required for application.
G. Equipment Identification Labels: Engraved, laminated acrylic or melamine label; punched
or drilled for screw mounting. White letters on a dark-gray background; red letters for
emergency systems.
H. Fasteners: Self-tapping, stainless-steel screws or stainless-steel machine screws with nuts
and flat and lock washers.
r
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COMMON WORK RESULTS FOR ELECTRICAL 260500 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
- 1.5 SUPPORT AND ANCHORAGE COMPONENTS
A. Steel Slotted Support Systems: Comply with MFMA-3, factory-fabricated components for
field assembly, and provide finish suitable for the environment in which installed.
1. Channel Dimensions: Selected for structural loading.
B. Raceway and Cabie Supports: As described in NECA 1.
C. Conduit and Cable Support Devices: Steel and malleable-iron hangers, clamps, and
fittings.
D. Support for Conductors in Vertical Conduit: Facto ry-fab ri cated assembly consisting of
threaded malleable-iron body and insulating wedging.
E. Structural Steel for Fabricated Supports and Restraints: ASTM A 36/A 36M, steel plates,
shapes, and bars; black and galvanized.
F. Mounting, Anchoring, and Attachment Components:
1. Powder-Actuated Fasteners: Threaded-steel stud.
r 2. Mechanical-Expansion Anchors: Insert-wedge-type, stainless steel, for use in
hardened portland cement concrete.
3. Concrete Inserts: Steel or malleable-iron, slotted-support-system units similar to
' MSS Type 18; complying with MFMA-3 or MSS SP-58.
4. Clamps for Attachment to Steel Structural Elements: MSS SP-58, type suitable for
attached structural element.
5. Through Bolts: Structura) type, hex head, high strength; complying with
ASTM A 325.
6. Toggle Bolts: All-steel springhead type.
7. Hanger Rods: Threaded steel.
1.6 SLEEVES FOR RACEWAYS AND CABLES
A. Steel Pipe Sleeves: ASTM A 53/A 53M, Type E, Grade B, Schedule 40, galvanized steel,
plain ends.
B. Sleeves for Rectangular Openings: Galvanized-steel sheet.
1.7 GROUT
A. Nonmetallic, Shrinkage-Resistant Grout: ASTM C 1107, factory-packaged, nonmetallic
aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for
application and a 30-minute working time.
s
i
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 3
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
. PART 2 - EXECUTION
2.1 GENERAL ELECTRICAL EQUIPMENT INSTALLATION REQUIREMENTS
A. Install electrical equipment to allow maximum possible headroom unless specific
mounting heights that reduce headroom are indicated.
B. Install electrical equipment to provide for ease of disconnecting the equipment with
minimum interference to other installations.
C. Install electrical equipment to allow right of way for piping and conduit installed at
required slope.
D. Install electrical equipment to ensure that connecting raceways, cables, wireways, cable
trays, and busways are clear of obstructions and of the working and access space of other
equipment.
E. Install required supporting devices and set sleeves in cast-in-place concrete, masonry
walls, and other structural components as they are constructed.
F. Coordinate location of access panels and doors for electrical items that are behind finished
? surfaces or otherwise concealed. Comply with requirements in Division 08 Section
? "Access Doors and Frames."
G. Install sleeve and sleeve seals of type and number required for sealing electrical service
penetrations of exterior walls.
H. Comply with NECA 1.
2.2 RACEWAY AND CABLE INSTALLATION
A. Outdoor Raceways Applications:
1. Exposed or Concealed: IMC.
2. Underground, Single Run: RNC.
3. Connection to Vibrating Equipment: LFMC.
4. Boxes and Enclosures: Metallic, NEMA 250, Type 3R or Type 4.
B. Indoor Raceways Applications:
1. Exposed or Concealed: EMT.
2. Boxes and Enclosures: Metallic, NEMA 250, Type 1, unless otherwise indicated.
C. Conceal raceways and cables, unless otherwise indicated, within finished walls, ceilings,
and floors.
i D. Install raceways and cables at least 6 inches away from parallel runs of flues and steam or
? hot-water pipes. Locate horizontal raceway runs above water and steam piping.
.
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 4
NATIONAL CI7Y BANK - Dublin, OH )ob No. 2006090.07 6/12l07
. E. Install raceways embedded in slabs in middle third of slab thickness where practical, and
leave at least 1-inch thick concrete cover.
1. Secure raceways to reinforcing rods to prevent sagging or shifting during concrete
placement.
2. Space raceways laterally to prevent voids in concrete.
3. Install conduit larger than 1-inch trade size, parallel to or at right angles to main
reinforcement. Where conduit is at right angles to reinforcement, place conduit
close to slab support.
4. Transition from nonmetallic tubing to Schedule 80 nonmetallic conduit, rigid steel
conduit, or IMC before rising above floor.
F. Raceways Embedded in Slabs:
1. Run conduit larger than 1-inch trade size, parallel or at right angles to main
reinforcement. Where at right angles to reinforcement, place conduit close to slab
support.
2. Arrange raceways to cross building expansion joints at right angles with expansion
fittings.
G. Install pull wires in empty raceways.
. H. Connect motors and equipment subject to vibration, noise transmission, or movement
? with a 72-inch maximum length of flexible conduit.
1. Install raceways and cables conceal within finished walls, ceilings, and floors unless
otherwise indicated.
J. Install raceways and cables at least 6 inches away from parallel runs of flues and steam or
hot-water pipes. Locate horizontal raceway runs above water and steam piping.
2.3 WIRING METHODS
A. Service Entrance: Type THHN-THWN, single conductors in raceway.
B. Exposed Feeders, Branch Circuits, and Class 1 Control Circuits, Including in Crawlspaces:
Type THHN-THWN, single conductors in raceway.
C. Feeders and Branch Circuits Concealed in Ceilings, Walls, Partitions, and Crawlspaces:
Type THHN-THWN, single conductors in raceway.
D. Feeders and Branch Circuits Concealed in Concrete, below Slabs-on-Grade, and
underground: Type THHN-THWN, single conductors in raceway.
E. Cord Drops and Portable Appliance Connections: Type SO, hard service cord with
stainless-steel, wire-mesh, and strain relief device at terminations to suit application.
r F. Class 2 Control Circuits: Type THHN-THWN, in raceway.
0
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 5
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
- 2.4 GROUNDING
A. Underground Grounding Conductors: Install bare copper conductor, No. 1/0 AWG
minimum. Bury at least 24 inches below grade.
B. Pipe and Equipment Grounding Conductor Terminations: Bolted.
C. Underground Connections: Welded.
D. Connections to Structura) Steel: Welded.
E. Install grounding conductors routed along shortest and straightest paths possible unless
otherwise indicated or required by Code. Avoid obstructing access or placing conductors
where they may be subjected to strain, impact, or damage.
F. Install ground rods driven into ground until tops are 2 inches below finished floor or final
grade unless otherwise indicated.
G. Make connections without exposing steel or damaging coating, if any.
H. Install bonding straps and jumpers in locations accessible for inspection and maintenance,
except where routed through short lengths of conduit.
,
` I. Bond straps directly to basic structure, taking care not to penetrate any adjacent parts.
.
). Bond to equipment mounted on vibration isolation hangers and supports so vibration is
not transmitted to rigidly mounted equipment.
K. Grounding and Bonding for Piping:
1. Metal Water Service Pipe: Install insulated copper grounding conductors, in
conduit, from building's main service equipment, or grounding bus, to main metal
water service entrances to building. Connect grounding conductors to main metal
water service pipes, using a bolted clamp connector or by bolting a lug-type
connector to a pipe flange, using one of the lug bolts of the flange. Where a
dielectric main water fitting is installed, connect grounding conductor on street side
of fitting. Bond metal grounding conductor conduit or sleeve to conductor at each
end.
2. Water Meter Piping: Use braided-type bonding jumpers to electrically bypass water
meters. Connect to pipe with a bolted connector.
3. Bond each aboveground portion of gas piping system downstream from equipment
shutoff valve.
L. Test completed grounding system at each location where a maximum ground-resistance
level is specified, at service disconnect enclosure grounding terminal, and at ground test
we I I s.
? 1. Measure ground resistance not less than two full days after last trace of precipitation
and without soil being moistened by any means other than natura) drainage or
N
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 6
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
- seepage and without chemical treatment or other artificial means of reducing natural
` ground resistance.
2. Perform tests by fall-of-potential method according to IEEE 81.
3. Report measured ground resistances that exceed the following values:
a. Power and Lighting Equipment or System with Capacity 500 kVA and Less:
10 ohms.
b. Power Distribution Units or Panelboards Serving Electronic Equipment: 3
ohms.
4. Excessive Ground Resistance: If resistance to ground exceeds specified values,
notify Architect promptly and include recommendations to reduce ground
resistance.
2.5 IDENTIFICATION
A. Accessible Raceways and Cables of Auxiliary Systems: Identify the following systems with
color-coded, self-adhesive color coding tape-in bands:
1. Fire Alarm System: Red.
? 2. Security System: Refer to Diebold plans.
3. Telecommunication System: Coordinate with National City Bank Field Services
? Team.
1
B. Power-Circuit Conductor ldentification: For No. 3 AWG conductors and larger, at each
location where observable, identify phase using color-coding conductor tape.
C. Locations of Underground Lines: Identify with underground-line warning tape for power,
lighting, communication, and control wiring.
D. Warning Labels for Enclosures for Power and Lighting: Comply with 29 CFR 1910.145;
identify system voltage with black letters on an orange background. Apply to exterior of
door, cover, or other access.
E. Equipment Identification Labels:
Labeling Instructions:
a. Indoor & outdoor equipment: Refer to nameplate detail on sheet E-502.
2. Equipment to Be Labeled:
a. Panelboards, electrical cabinets, and enclosures.
b. Electrical switchgear and switchboards.
c. Transformers.
d. Motor-control centers.
e. Disconnect switches.
? f. Enclosed circuit breakers.
g. Motor starters.
t
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 7
NATIONAL CIN BANK - Dublin, OH Job No. 2006090.07 6/12/07
_ h. Push-button stations.
' i. Power transfer equipment.
j. Contactors.
F. Verify identity of each item before installing identification products.
G. Install identification materials and devices at locations for most convenient viewing
without interference with operation and maintenance of equipment.
H. Attach nonadhesive signs and plastic labels with screws and auxiliary hardware
appropriate to the location and substrate.
1. Install system identification color banding for raceways and cables at 50-foot maximum
intervals in straight runs, and at 25-foot maximum intervals in congested areas.
J. Color-Coding for Phase and Voltage Level Identification, 600 V and Less: Ungrounded
service, feeder, and branch-circuit conductors.
1. Colors for 208/120-V Circuits:
a. Phase A: Black.
b. Phase B: Red.
.
c. Phase C: Blue.
?
" 2. Field-Applied, Color-Coding Conductor Tape: Apply in half-lapped turns for a
minimum distance of 6 inches from terminal points.
K. Underground-Line Warning Tape: Continuous underground-line warning tape directly
above line at 6 to 8 inches below finished grade.
2.6 INSTALLATION OF HANGERS AND SUPPORTS
A. Fasten hangers and supports securely in place, with provisions for thermal and structural
movement. Install with concealed fasteners unless otherwise indicated.
B. Separate dissimilar metals and metal products from contact with wood or cementitious
materials, by painting each metal surface in area of contact with a bituminous coating or
by other permanent separation.
C. Multiple Raceways or Cables: Install on trapeze-type supports fabricated with steel slotted
channel.
D. Strength of Support Assemblies: Where not indicated, select sizes of components so
strength will be adequate to carry present and future static loads within specified loading
limits. Minimum static design load used for strength determination shall be weight of
supported components plus 200 Ib.
f
Y
¦
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 8
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
- E. Mounting and Anchorage of Surface-Mounted Equipment and Components: Anchor and
? fasten electrical items and their supports to building structural elements by the following
methods, unless otherwise indicated or required by Code:
1. To Wood: Fasten with lag screws or through bolts.
2. To New Concrete: Bolt to concrete inserts.
3. To Masonry: Approved toggle-type bolts on hollow masonry units and expansion
anchor fasteners on solid masonry units.
4. To Existing Concrete: Expansion anchor fasteners.
5. To Steel: Welded threaded studs complying with AWS D1.1/D1.1M, with lock
washers and nuts.
6. To Light Steel: Sheet metal screws.
7. Items Mounted on Hollow Walls and Nonstructural Building Surfaces: Mount on
slotted-channe) racks attached to substrate.
F. Dril) holes for expansion anchors in concrete at locations and to depths that avoid
reinforcing bars.
2.7 SLEEVE AND SLEEVE SEALS INSTALLATION
s A. Concrete Slabs and Walls: Install sleeves for penetrations unless core-drilled holes or
formed openings are used. Install sleeves during erection of slabs and walls.
.:
` B. Cut sleeves to length for mounting flush with both wall surfaces.
C. Extend sleeves installed in floors 2 inches above finished floor level.
D. Size pipe sleeves to provide 1/4-inch annular clear space between sleeve and cable unless
sleeve seal is to be installed.
E. Seal space outside of sleeves with grout for penetrations of concrete and masonry and
with approved joint compound for gypsum board assemblies.
F. Interior Penetrations of Non-Fire-Rated Walls and Floors: Seal annular space between
sleeve and cable, using joint sealant appropriate for size, depth, and location of joint
according to Division 07 Section "Joint Sealants."
G. Roof-Penetration Sleeves: Seal penetration of individual cables with flexible boot-type
flashing units applied in coordination with roofing work.
H. Aboveground Exterior-Wall Penetrations: Seal penetrations using sleeves and mechanical
sleeve seals. Size sleeves to allow for 1-inch annular clear space between pipe and sleeve
for installing mechanical sleeve seals.
Underground Exterior-Wall Penetrations: Install cast-iron "wall pipes" for sleeves. Size
sleeves to allow for 1-inch annular clear space between cable and sleeve for installing
4 mechanical sleeve seals.
?
COMMON WORK RESULTS FOR ELECTRICAL 260500 - 9
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 220700 - PLUMBING INSULATION
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Quality Assurance: Labeled with maximum flame-spread index of 25 and maximum
smoke-developed index of 50 according to ASTM E 84.
PART 2 - PRODUCTS
2.1 INSULATION MATERIALS
A. Mineral-Fiber, Preformed Pipe Insulation: Comply with ASTM C 547, Type I, Grade A,
with factory-applied ASJ.
B. Mineral-Fiber Adhesive: Comply with MIL-A-3316C, Class 2, Grade A.
r.
C. Vapor-Barrier Mastic: Water based; suitable for indoor and outdoor use on below ambient
, services.
D. Factory-Applied Jackets: When factory-applied jackets are indicated, comply with the
following:
1. AS): White, kraft-paper, fiberglass-reinforced scrim with aluminum-foil backing;
complying with ASTM C 1136, Type I.
2. FSK Jacket: Aluminum-foil, fiberglass-reinforced scrim with kraft-paper backing;
complying with ASTM C 1136, Type II.
E. ASJ Tape: White vapor-retarder tape matching factory-applied jacket with acrylic
adhesive, complying with ASTM C 1136.
F. FSK Tape: Foil-face, vapor-retarder tape matching factory-applied jacket with acrylic
adhesive; complying with ASTM C 1136.
PART 3 - EXECUTION
3.1 PIPE INSULATION INSTALLATION
A. Comply with requirements of the Midwest Insulation Contractors Association's "National
Commercial & Industrial Insulation Standards" for insulation installation on pipes and
= equipment.
B. Insulation Installation at Interior Wall and Partition Penetrations (That Are Not Fire Rated):
" Install insulation continuously through walls and partitions.
PLUMBING INSULATION 220700-1
NATIONAL CITY BANK - Dublin, OH lob No. 2006090.07 6/12/07
C. Mineral-Fiber Insulation Installation:
1. Insulation Installation on Straight Pipes and Tubes: Where vapor barriers are
indicated, seal longitudinal seams, end joints, and protrusions with vapor-barrier
mastic and joint sealant.
2. For insulation with factory-applied jackets on above ambient surfaces, secure laps
with outward clinched staples at 6 inches (150 mm) o.c.
3. For insulation with factory-applied jackets on below ambient surfaces, do not staple
longitudinal tabs but secure tabs with additional adhesive as recommended by
insulation material manufacturer and seal with vapor-barrier mastic and flashing
sealant.
D. Interior Piping System Applications: Insulate the following piping systems:
1. Domestic hot and cold water.
2. Exposed water supplies and sanitary drains of fixtures for people with disabilities.
i
E. Do not apply insulation to the following systems, materials, and equipment:
1. Flexible connectors.
2. Sanitary drainage and vent piping.
3. Drainage piping located in crawlspaces unless otherwise indicated.
4. Chrome-plated pipes and fittings, except for plumbing fixtures for people with
disabilities.
5. Piping specialties, including air chambers, unions, strainers, check valves, plug
valves, and flow regulators.
3.2 INDOOR PIPING INSULATION SCHEDULE
A. Unless otherwise indicated, do not instal) insulation on the following:
1. Drainage piping located in crawlspaces.
2. Underground piping.
3. Chrome-plated pipes and fittings unless there is a potential for personnel injury.
B. Domestic Cold Water:
1. NPS 1 1/2 and Smaller: Insulation shall be the following:
a. Mineral-Fiber, Preformed Pipe Insulation, Type I: 1/2 inch thick.
C. Domestic Hot Water:
1. NPS 1 and Smaller: Insulation shall be the following:
a. Mineral-Fiber, Preformed Pipe Insulation, Type I: 1/2 inch thick.
END OF SECTION 220700
PLUMBING INSULATION
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07
220700 - 2
6/12/07
SECTION 221116 - DOMESTIC WATER PIPING
.
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Performance Requirements: Provide components and installation capable of producing
domestic water piping systems with 80 psig unless otherwise indicated.
B. Comply with NSF 61, "Drinking Water System Components - Heaith Effects; Sections 1
through 9."
PART 2 - PRODUCTS
2.1 PIPE AND FITTINGS
A. Soft Copper Tubing: ASTM B 88, Types K and L, water tube, annealed temper with
` copper pressure fittings, cast-copper-alloy or wrought-copper, solder-joint fittings. Furnish
wrought-copper fittings if indicated.
• 1. Joining Materials: Use ASTM B 813, water-flushable, lead-free flux; ASTM B 32,
lead-free-alloy solder.
B. Hard Copper Tubing: ASTM B 88, Types L, water tube, drawn temper with wrought-
copper, solder-joint fittings. Furnish wrought-copper fittings if indicated.
1. Copper Unions: Cast-copper-alloy, hexagonal-stock body, with ball-and-socket,
metal-to-metal seating surfaces and solder-joint or threaded ends.
2. Joining Materials: Use ASTM B 813, water-flushable, (ead-free flux; ASTM B 32,
lead-free-alloy solder.
C. Special-Duty Valves:
1. Comply with requirements in Division 22 Section "Common Work Results for
Plumbing" for general-duty valves.
2. Comply with requirements in Division 22 Section "Domestic Water Piping
Specialties" for vacuum breakers, thermostatic mixing valves, hose bibs, wall
hydrants. water hammer arresters, and strainers.
DOMESTIC WATER PIPING 221116 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
PART 3 - EXECUTION
3.1 INSTALLATIONS
A. Comply with requirements in Division 22 Section "Common Work Results for Plumbing"
for basic piping installation requirements.
B. Install wall penetration system at each service pipe penetration through foundation wall.
Make installation watertight. Comply with requirements in Division 22 Section "Common
Work Results for Plumbing" for wall penetration systems.
C. Install shutoff valve, hose-end drain valve, strainer, pressure gage, and test tee with valve,
inside the building at each domestic water service entrance. Comply with requirements in
Division 22 Section "Common Work Results for Plumbing" for drain valves, strainers, and
pressure gages.
D. Install domestic water piping without pitch for horizontal piping and plumb for vertical
piping.
E. Rough-in domestic water piping for water-meter installation according to utility company's
requirements.
F. Comply with requirements in Division 22 Section "Common Work Results for Plumbing"
" for basic piping joint construction.
Soldered Joints: Comply with procedures in ASTM B 828 unless otherwise
indicated.
G. Comply with requirements in Division 22 Section "Common Work Results for Plumbing"
for pipe hanger and support devices.
H. Support vertical piping at each floor.
3.2 INSPECTING AND CLEANING
A. Inspect and test piping systems as follows:
1. Fill domestic water piping. Check components to determine that they are not air
bound and that piping is full of water.
2. Test for leaks and defects in new piping and parts of existing piping that have been
altered, extended, or repaired.
B. Clean and disinfect water distribution piping by filling system with water/chlorine solution
with at least 50 ppm of chlorine. Isolate with valves and allow to stand for 24 hours.
Flush system with clean, potable water until no chlorine is in water coming from system
. after the standing time.
DOMESTIC WATER PIPING 221116 - 2
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
3.3 PIPING SCHEDULE
? A. Underground, Service Entrance Piping: Soft coppertubing.
B. Aboveground Distribution Piping: Type L hard copper tubing.
3.4 VALVE SCHEDULE
A. Drawings indicate valve types to be used. Where specific valve types are not indicated,
the following requirements apply:
1. Shutoff Duty: Use bronze ball valve NPS 2 and smaller.
2. Throttling Duty: Use bronze ball or globe valves for piping NPS 2 and smaller.
3. Drain Duty: Hose-end drain valves.
B. Install ball valves close to main on each branch and riser serving two or more plumbing
fixtures or equipment connections and where indicated.
C. Install gate or ball valves on inlet to each plumbing equipment item, on each supply to
each plumbing fixture not having stops on supplies, and elsewhere as indicated.
D. Install drain valve at base of each riser, at low points of horizontal runs, and where
required to drain water distribution piping system.
END OF SECTION 221116
DOMESTIC WATER PIPING 221116 - 3
NATIONAL CITY BANK- Dublin, OH )ob No. 2006090.07 6/12/07
SECTION 221316 - SANITARY WASTE AND VENT PIPING
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Minimum Pressure Requirement for Soil, Waste, and Vent: 10-foot head of water.
B. Comply with NSF 14, "Plastic Piping Components and Related Materials," for plastic
piping components.
PART 2 - PRODUCTS
2.1 PIPES AND FITTINGS
A. Hub-and-Spigot Cast-Iron Soil Pipe and Fittings: ASTM A 74, Service class; ASTM C 564
rubber gaskets.
B. Hubless Cast-Iron Soil Pipe and Fittings: ASTM A 888 or CISPI 301, with ASTM C 1277
. shielded couplings.
C. PVC Plastic, DWV Pipe and Fittings: ASTM D 2665, Schedule 40, plain ends with PVC
socket-type, DWV pipe fittings.
PART 3 - EXECUTION
3.1 PIPING INSTALLATION
A. Comply with requirements in Division 22 Section "Common Work Results for Plumbing"
for basic piping installation requirements.
B. Install cast-iron soil piping according to CISPI's "Cast Iron Soil Pipe and Fittings
Handbook," Chapter IV, "Installation of Cast Iron Soil Pipe and Fittings."
C. Install wall penetration system at each pipe penetration through foundation wall. Make
installation watertight. Comply with requirements in Division 22 Section "Common Work
Results for Plumbing" for wall penetration systems.
1. Sleeves are not required for cast-iron soil piping passing through concrete slabs-on-
grade if slab is without membrane waterproofing.
; D. Make changes in direction for soil and waste drainage and vent piping using appropriate
branches, bends, and long-sweep bends. Sanitary tees and short-sweep 1/4 bends may be
used on vertical stacks if change in direction of flow is from horizontal to vertical. Use
SANITARY WASTE AND VENT PIPING 221316 - 1
NATIONAL CITY BANK- Dublin, OH Job No. 2006090.07 6/12/07
long-turn, double Y-branch and 1/8-bend fittings if 2 fixtures are installed back to back or
. side by side with common drain pipe. Straight tees, elbows, and crosses may be used on
vent lines. Do not change direction of flow more than 90 degrees. Use proper size of
standard increasers and reducers if pipes of different sizes are connected. Reducing size
of drainage piping in direction of flow is prohibited.
E. Lay buried building drainage piping beginning at low point of each system. Install true to
grades and alignment indicated, with unbroken continuity of invert. Place hub ends of
piping upstream. Install required gaskets according to manufacturer's written instructions
for use of lubricants, cements, and other installation requirements. Maintain swab in
piping and pull past each joint as completed.
F. Install soil and waste drainage and vent piping at the following minimum slopes, unless
otherwise indicated:
1. Building Sanitary Drain: 2 percent downward in direction of flow for piping NPS 3
and smaller; 1 percent downward in direction of flow for piping NPS 4 and larger.
2. Horizontal Sanitary Drainage Piping: 2 percent downward in direction of flow.
3. Vent Piping: 1 percent down toward vertical fixture vent or toward vent stack.
G. Install PVC soil and waste drainage and vent piping according to ASTM D 2665.
H. Install underground PVC soil and waste drainage piping according to ASTM D 2321.
+ I. Do not enclose, cover, or put piping into operation until it is inspected and approved by
authorities having jurisdiction.
Comply with requirements in Division 22 Section "Common Work Results for Plumbing"
for basic piping joint construction.
K. Soldered Joints: Use ASTM B 813, water-fl ush able, lead-free flux; ASTM B 32, lead-free-
alloy solder; and ASTM B 828 procedure unless otherwise indicated.
L. Comply with requirements in Division 22 Section "Common Work Results for Plumbing"
for pipe hanger and support devices.
3.2 PIPE SCHEDULE
A. Aboveground Applications: Hubless, cast-iron soil pipe and fittings, PVC plastic, DWV
pipe and fittings with solvent-cemented joints.
B. Belowground Applications: Hub-and-spigot, cast-iron soil pipe and fittings or PVC plastic,
DWV pipe and drainage-pattern fittings with cemented joints.
END OF SECTION 221316
f
SANITARY WASTE AND VENT PIPING 221316 - 2
NATIONAL CITY BANK - Dublin, OH 1ob No. 2006090.07 6/12/07
SECTION 224000 - PLUMBING FIXTURES
PART 1 - GENERAL
1.1 SECTION REQUIREMENTS
A. Submittals: Certification letter stating the specified plumbing fixtures will be supplied as
specified.
B. Regulatory Requirements: Compiy with requirements in ICC A117.1, "Accessible and
Usable Buildings and Facilities"; Public Law 90-480, "Architectural Barriers Act"; and
Public Law 101-336, "Americans with Disabilities Act"; for plumbing fixtures for people
with disabilities.
C. Regulatory Requirements: Comply with requirements in Public Law 102-486, "Energy
Policy Act," about water flow and consumption rates for plumbing fixtures.
D. NSF Standard: Comply with NSF 61, "Drinking Water System Components - Health
_ Effects," for fixture materials that will be in contact with potable water.
• PART 2 - PRODUCTS
2.1 SIN K (S-1)
A. Stainless-Steel Sink: Counter-mounting, self-rimming type, [0.0478 inch thick.
1. Basis-of-Design Product: Elkay #LR2219
B. Faucet: Cast-brass and polished, chrome plated finish, Maximum 2.5-gpm flow rate.
1. Basis-of-Design Product: Elkay #LK-4100
2. Type: Center set with inlets on 4-inch centers.
3. Handle(s): Single-lever toggle.
4. Spout: Swing with aerator 2-gpm laminar flow].
C. Drain(s): 3-1/2-inch removable, stainless-steel crumb cup with NPS 1-1/2 tubular-brass
tailpiece.
PART 3 - EXECUTION
: 3.1 INSTALLATIONS
A. Install fitting insulation kits on fixtures for people with disabilities.
PLUMBING FIXTURES 224000 - 1
NATIONAL CITY BANK - Dublin, OH Job No. 2006090.07 6/12/07
B. Install fixtures with flanges and gasket seals.
C. Fasten counter-mounting plumbing fixtures to casework.
D. Secure supplies to supports or substrate within pipe space behind fixture.
E. Install individual supply inlets, supply stops, supply risers, and tubular brass traps with
cleanouts at fixture.
F. Install water-supply stop valves in accessible locations.
G. Install traps on fixture outlets. Omit traps on fixtures having integral traps. Omit traps on
indirect wastes unless otherwise indicated.
H. Install escutcheons at wall, floor, and ceiling penetrations in exposed, finished locations
and within cabinets and millwork. Use deep-pattern escutcheons where required to
conceal protruding pipe fittings.
1. Seal joints between fixtures and walls, floors, and counters using sanitary-type, one-part,
mildew-resistant, silicone sealant. Match sealant color to fixture color.
, J. Install piping connections between plumbing fixtures and piping systems and plumbing
equipment. Install insulation on supplies and drains of fixtures for people with
disabilities.
• K. Ground equipment.
END OF SECTION 224000
PLUMBING FIXTURES 224000 - 2
NATIONAL CITY BANK - Dublin, OH lob No. 2006090.07 6/12/07
office
January 14, 2008
UNIFIED RESPONSE LETTER (URL)
Mr. Shane Ladner
GPD Group
520 South Main Street, Suite 2531
Review Services Akron, OH 44311-1010
5800 Shier-Rings Road
Dublin, OH 43016•1236
Re: Dublin Permit Application #07-200962 (2)
Phone:614-410-4600 National City Bank Tenant Space #1
Fax:614-718-4346
www.dublin.oh.us
Dear Mr. Ladner:
The City of Dublin's Review Services Team has completed review of materials
submitted December 21, 2007, for your request for a Commercial Permit. At this
time, the overall review status is disapproved and the building permit is denied. The
outcome of each review is as follows:
Ohio Building Code - disapproval (plan review letter attached)
Dublin Fire Code - unfavorable (plan review letter attached)
Site Engineering Standards - no review required
Zoning & Landscape - approval
Note the Building Plan Review Letter is not a Building Pertnit.
Please provide a unified resubmittal responsive to the attached review letters
consisting of three (3) updated and complete plan sets and the disapproved marked up
check prints to our Building Permit Window, 5800 Shier-Rings Road.
To facilitate review of your resubmittal, a written description of your responses to the
itemized plan review letter comments (and other plan changes you may propose) is
requested and recommended.
I am available to handle general status and procedural questions. Technical questions
pertaining to the plan review letters may be directed to the appropriate plan reviewer.
Sincerely
Steve A. Snyder, P.E.
Review Services Coordin tor
SAS/df
Attachments
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
CORRECTION REQUEST #1
This is not a Building Permit. It is a record of our review of documents submitted with your
application for a Building Permit.
January 14, 2008
RE: NATIONAL CITY BANK BUILDING :: lg` Floor Tenant Fitup
APPLICANT: Shane Ladner, GPD Group, 330.572.2149
ADDRESS: 6680 Perimeter Drive ls` Floor
APPLICANT NO. 07-200962
The plans dated 07-May 2007 for the captioned proj ect have been reviewed for compliance with the provisions
of the Ohio Building Code (2005). The review was based upon the following criteria:
Use Group: S1 Moderate Hazard StorageB Business, Nonseparated Mixed Uses
Occupancy: 33 @ 1:100
Area: 3,295 SF
Construction Type: IIB
Notes: Application 07-200818 has been approved for the shell building.
The documents are sealed by David B. Granger, Ohio registered Engineer # E42103 to comply with the
requirements of the OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC
Section 104.1.
OBC 106.3 Examination of documents. The building official shall examine or cause to be examined
the accompanying construction documents and shall ascertain by such examinations whether the
construction indicated and described is in accordance with the requirements of this code.
We are not able to approve the construction documents revised 10/01//07 for Bulletin #1, which have
been submitted for review. There has been no response to the Fire Marshal's concerns originally
expressed in July 2007. No further Approvals can be issued until the Fire Marshal's concerns have been
addressed. The following item(s) shall be brought into full conformance with the OBC prior to the
issuance of any plan approval. We have attached the Fire Marshal's January 8, 2008 letter for your
information.
Item 1 The Washington Township Fire Marshal has requested an opportunity to provide input to the
Dublin building department on issues relating to fire protection. The building official has
evaluated the Fire Marshal's comments related to the fire protection provisions of the OBC
and incorporates those comments, by reference, into this Phased Plan Approval and Correction
Request.
a. Please include resolutionof the matters of the Fire Marshal's July 2007 correspondence
to Building Standards which has been repeated in the January 8, 2008 letter attached in
your reply to this Correction Request.
This review is based upon the information contained within the submitted drawings and related documents.
Once corrections are made, to the City of Dublin, Division of Building Standards with any revisions
clouded. Please also provid submit four (4) complete sets of the revised plans e a letter that identifies
NATIONAL CITY BANK BUILDING :: 1s1 Floor Tenant Fitup
Permit No.: 07-200962(2)
January 14, 2008
Page 2 of 2
the action taken in response to any of the Items contained in this Correction Request.
TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be
appealed and the relief sought and a copy of this order to:
Jeffrey S. Tyler, Chief Building Official
City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
Revie ed and Signe ,
Ray M. arpham, Architect Jeffrey S. Tyler
Commercial Plans Examiner Chief Building Official
Owner or Owner's Representative Date
Print Name and Title as Signed
NABuilding StandardMarpham\Reviews 2007\07-200962 c3 Nat City Ten.doc
DATE:
WASHINGTON TOWNSHIP
FIRE DEPARTMENT
6200 Eiterman Road, P.O. Box 3248
Dublin, Ohio 43016
614-6523920 • Fax 614-766-2507
January 8, 2008
TO: Jeffery S. Tyler, Director
Division of Building Standards
City of Dublin
5800 Shier Rings Road
Dublin, Ohio 43016
ATTN: Ray M. Harpham, Commercial Plan Reviewer
. S ?p08
c;TY aF
D(l??IN
RE: Washington Township's Fire Department Plan Review
PROJECT: NATIONAL CITY BANK - TENANT IMPROVEMENTS
APPLICAT'ION No: 07-200962(2)
LOCATION 6680 Perimeter Drive
RECEIVED: December 27, 2007
BUILDING CODE DATA:
Use: B, Business Offices and walk-up Teller counter for Banking.
Construction: II B, Non-Combustible/Unprotected Structure.
Area: 3,295 SF Total [Tenant Alteration Area]
Occupancy: 33 Total
Notes: Interior work for the new Tenant build-out of an existing shell building space. The new
Tenant Alteration is to be provided with a partial automatic fire alarm system.
Mr. Hatpham:
We have reviewed the Revised Construc6on Drawings for the referenced project along with Builetin No. 1, both dated
10/01/2007, as submitted to the Division of Building Standards on December 21, 2007, for matters of concern to the
Washington Township Fire Department regarding rules relating to fire prevention and the Dublin Fire Code(DFC) based upon
the 2000 International Fire Code.
Please know that this current drawing submission (revision #2) as submitted, ONLY addresses Bulletin No. 1 and did
NOT address our previous concerns, as noted on our review comment letter dated August 3, 2007. Until we receive
comments to these previous concerns, we are unable to recommend approval ot the plans at this time.
The previously noted concerns which remain as an issue, are as follows:
OBC 2603.4.1.4 Eaterior walls--one-story buildings. For one-story buildings, foam ptastic having a flame spread
index of 25 or less, and a smoke-developed index of not more than 450, shall be permitted without thermal barriers in or
on exterior walls in a thickness not more than 4 inches (102 mm) where the foam plastic is covered by a thickness of not
less than 0.032-inch-thick (0.81 mm) aluminum or conosion-resistant steel having a base metal thickness of 0.0160 inch
(0.41 mm) and the building is equipped throughout with an automatic sprinkler system in accordance with Section
903.3.1.1.
a. Please verify that the exvosed "Rigid Insulation In-fill " for the ATMMachine, as shown on Section 1 of Sheet
A-SOl will meet with the provisions of this code sectton. Currently, no thermal barrier is shown or noted to
'cover'this in;fi/lplastic foam insulation. Please submitManufacturer's informadon for thisproduct, verify
these flame-spread and smoke-development requirements.
Trustees Gene Bostic • Denise Franz King • Charles Kranstuber Fiscal Officer Joyce E. Robinson Chief Allan Woo
WASHINGTON TOWIVSHIP
F[RE DEPARTMENT
DATE: January 8, 2008 Permit 07-200962(2) Page 2 of 2
2. OFC 315Z.1 Ceiling clearance. Storage shall be maintained 2 feet (610 mm) or more below the ceiling in
nonsprinklered areas of buildings or a minimum of 18 inches (457 mm) below sprinkler head deflectors in sprinklered
areas of buildings.
a. Storage shelving shoivn on Sections 44 and #S on Sheet I-203, in the ATM Room does not comply with these
reqriirements. Please revise.
Thank you for the opportunity to review the submission. Please feel free to call with any questions.
WASHINGTON TOWNSHII' FIRE DEPARTMENT
Michael A. Boryca, Architect/Pla Examiner Alan Perkins, CFPS
(614) 4884009 Fire Marshal
SAPlan Rctiiewa\Waghington Tavnship\07-200962(2) pa.wpd