06201826 Permit File
CITY 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 . . . . . . 4/21/08
Parcel Number . . . . . -
Property Address 5540 WALL ST FR
DUBLIN OH 43017
Subdivision Name . . .
Legal Description . . .
Property Zoning . . . . UNKNOWN
Owner . . . . . . . . .
Contractor . . . . . . EXTERIOR ACCENTS
614 783-4313
Application number 06-00201826 000 000
Description of Work COM ACCESSORY STRUCTURES
Construction type . . . 5B - UNPROTECTED COMB
Occupancy type . . . . ASSEMBLY - OUTDOOR
Flood Zone . . . . . .
Special conditions . .
HOMESTEAD AT COFFMAN PARK GAZEBO
Approved . . . . . . .
1 1 Official
VOID UNLESS SIGNED BY B ILDING OFFICIAL
Fax from : 6147616566 _ 85-87-87 06:37 Pg: 1
Division of Building Standards Dublin, Ohio 43016
COMMERCIAL BUILDING Telephone: 614-4104670
PERMIT APPLICATION Inspection Line: 6144104680
Facsk ile; 614-761.6566 ,
PROJECT INFORMATION Project 8gFtg
ddress S S LAC>
Project Name - rn+}n
serrated Cost of Com--- on Parcel Number
Y OWNER INFORMATION
er Name (Contact Pereon d awned by a C(rporation) -
state Zp
F- NFOR TIO
N (If Applicable)
VTEAN
e Address
mstate
F E4MI
ARCHITECT. ENGINEER. OR OTHER DESIGN PROFESSIONAL INFORMATION
ReglCed Number
Proessional Name_
Address, , - - - -
Name ~•L SN Llca~'u-c-r~eT~ •",'O~
State TJp 43U5'y
F E
e
GENERAL CONTRACTOR INFORMATION (Must be a City of Dublin Registered Contractor}
tad Name Dublin Registrallon ~
yName ' ,ten -Q G1CC EoTS Address _ 4251
3
State ? . _ TJp LO ? - --1 -
T hone - FaaL- E
AFFIDAVIT OF OWNER AUTHORIZATION FOR REPRESENTATION
ote; This person will be contacted with all official correspondence. All signatures must be ORIGINAL.
GL'X "r f? 0
[)Where Repreeentativ Relationship to Pr
ompanyNama /1T'Cf~r~/~rvPKIL P0eMm 2`N Telephone fol
F I Al 6/~ /L-1 (please print), the owner and applicant hereby aultiorize ~1.P~1c~d
my representative and agent in all matters pertaining to the processing and approval of this appfica~ ~ ding
g the project, and 1 agree lobe bound by aA re rawtalions and agreements made by the design
e of Property Owner
I h-i • uQ 'Pi the owner or the Owner's Repremiati+re, hava read and
LOd7e d the contents of all 3 pages of this application. The information oontained in lhis Application. attached exhibits
infomtadon submitted is complete and in a8 true and correct, to the best of my knowledge and belief.
ate; 05 t c~ d 7
is of owner's R resentatnre:
Zib ng Sf aq ds Di ion Use Only Date Receed Bu ing Stan ores
on Number
cdNMFACM 6LpLDl110PgyrrtArPUMT011 Pw t as PMASg1sWIROAMSYOMN~PPJIY62 FOW "M ow 02nsn
TOTAL P.01
CITY OF DUBLIN
Division of Building Standards
COMMERCIAL BUILDING PERMIT APPLICATION
Project Name Permit Number
PROJECT INFORMATION
NOTE: The following information is to be completed by the Design Professional, registered in the
State of Ohio, who was primarily responsible for the preparation of the construction documents.
.,Scope of Project
TYPE OF WORK (Check all that apply)
A. New Structure
B. Addib6n Fire Wall Yes No
C. Alteration Article 34 Yes No
D. Change of Use Entire Structure Partial
E. Change of Occupancy, Entire Structure Partial
Previous Use(s)----.Use Group(s)
ANALYSIS OF NEW STRUCTURE, ADDITION, AND/OR AREA TO BE ALTERED
A. Occupancy Description _ Use Group(s) l
B. Mixed Use: Yes Non-separated =Separated F-1
No
C. Type of constructio y f a
D. Fire resistive construction Fire Test Design Numbers
Exterior Walls hr.
Fire Walls hr.
Floor/Ceiling hr.
Columns/Bearing Wall hr.
Exit Enclosures hr.
Shafts hr.
Corridors hr.
Tenant Separation hr.
E. Floor Area/Floor Occupant Load/Floor Egress Capacity/Floor Number of Exits
Basement
1 st
2nd
3rd
4th & above
F. Allowable maximum floor area (first floor footprint)
Does the above include street frontage increase? Yese Noe
Does the above include increase for sprinklers? Yes No
G. Number of stories above grade
Height Basement Yes[ Noe
COMMERCIAL SLALDING PERMIT APPLICATION Page 2 of 3 PAPASS16LDGF0RMSIC0MMAPP.WB2 FortMt BLD-201 Date: 10/11/99
Jennifer Brock - update on Village at Coffman park permits... Page 1
From: Steve Snyder
To: Marshall, Dave; Martin, Jeannie; Strayer, Martin; Yorko, Kristin
Date: 2/13/2007 10:36:02 AM
Subject: update on Village at Coffman park permits...
Greetings! FYI:
I spoke with Eric Gilby (Blendon Gardens Landscape) today. He dropped off new revised sets of plans
(consisting of three sheets) yesterday in response to Martin's request for more detail for the
boardwalk/deck that is attached to the clubhouse and has nothing to do with our request back on 1/30 for
landscape plans to go with the gazebo permit #06-201826(1) which is being handled by another staff
person at Blendon Gardens Landscape (Brian?).
The boardwalk/deck is physically attached to the clubhouse and is needed to provide OBC code compliant
egress from the clubhouse, so the three sheets for the boardwalk/deck are now labeled as #06-200756(3)
addendum to the clubhouse permit, which makes more sense and is better for the inspectors later
anyway.
So, there are three Big White Board items now associated with this overall project: site plan addendum
#06-40053(4) is needed to show the location of the new gazebo #06-201826(1) and the new boardwalk
addendum to the clubhouse #06-200756(3).
Hope this is not too confusing? Lets go over this recap at next Team meeting.
Thanks - Steve
CC: Brock, Jennifer; Fite, Debra; Kauffman, Tina; Tyler, Jeff
Inspection Type(s):
ZONING INSPECTION FORM Zoning/Landscape~
Land Use and Long Range Planning Commercial
Code Enforcement Residential ?
Sign ?
CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ?
Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-4104680
Permit 06' 20 Project Name : \ IL
Project Address: ~J
Contact Person: J5 3Z'1715
tact Phone:
ES NO 1) Approved Landscape Plan& ROA YES NO Sign installed as approved
/o NO 2) Plans, Checklist & Permit on Site YES NO ~arking spaces, number & striped
`YES NO a'f Lighting installed per plan YES NO ~8'r Handicap spaces properly signed
YES NO Af Landscape installed per plan YES NO /91" Parking islands 7 foot minimum
YES NO 5~ Mechanicals screened per code YES NO ..<Meet residential appearance code
Zoning Approved ?
'
Zoning Conditionally Approved (See Comments -+SP50
Zoning Disapproved (See Comments) ?
Date of Inspection Inspected B
COMMENTS
« t4 Ti m TD &M*t
Zoning Inspection Form PLA-120 Date 08/12/04
SUBCONTRACTOR
EXTERIOR ACCENTS
SEAN BURTON - OWNER
614-783-4313
4720 SOUTH OLD 3C ROAD
GALENA, OHIO 43021
Belt Builders LLC
Ohio 43065
Powell, Dublin Building Department
Plans for Coffman Park
Belt Builders is Releasing the plans for the gazebo at Coffman Park to Sean Burton with
Exterior Accents. We will no longer be working on the project.
Belt Builders
Bryan Belt
!ONTIES~F• WASHINGTON TOWNSHIP
FIRE DEPARTMENT
6200 Eiterman Road, P.O. Box 3248
•FRANK~\N Dublin, Ohio 43016
614-652-3920 • Fax 614-766-2507
Date: pr03007 RECEIVED
To: Jeff Tyler, Director APR 1 3 2001
City of Dublin
Division of Building Standards CITY OF DUBLIN
5800 Shier Rings Road
Dublin, Ohio 43016
Re: Washington Township's Fire Department Plan Review
Permit 06•a018a6
Project: C*ZVhV
Location: ~+enr c L4vt P lro~/~r~.,~f
Received: 6 4W, /,~IAo 7
Review Comments:
r
F^
~-r o/0YAI74W, r oar}/~i~~d /e trl~ ~aa3 Dub/.;, fair ~o of . X~i~~
Reviewed By: A, X (NdLo.,
Trustees Gene Bostic • Denise Franz King • Charles Kranstuber Fiscal Officer Joyce E. Robinson Chief Allan Woo
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 . . . . . 06-00201826 Date 5/07/07
Revision number . . . . . . . 2
Property Address . . . . . . 5540 WALL ST
Parcel Number: -
Alternate Address: VIL CFMN PRK PAVILION BLD
Tenant nbr, name . . . . . . COFFMAN PARK GAZEBO
Application type description COM ACCESSORY STRUCTURES
Property owner . . . . . . .
Contractor . . . . . . . . . EXTERIOR ACCENTS
Structure Information 000 000
Construction Type . . . . . 5B - UNPROTECTED COMB
Occupancy Type . . . . . . ASSEMBLY - OUTDOOR
Permit . . . . . . ACCESSORY STRUCTURE
Additional desc . . 230 SQUARE FEET
Permit Fee . . . 60.00 Plan Check Fee .00
Issue Date . . . . 511V~6F7 Valuation . . . . 0
Expiration Date . . 11/03/07
Qty Unit Charge Per Extension
BASE FEE 160.00
Other Fees . . . . . . . . . COM BLDG INSPECT NEW/ADD 160.00
COM CERTIFICATE OF OCC 120.00
SURCHARGE FEE - BLDG 13.20
Fee summary Charged Paid Credited Due
Permit Fee Total 160.00 .00 .00 160.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 293.20 .00 .00 293.20
Grand Total 453.20 .00 .00 453.20
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.
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.
May 4, 2007
RE: HOMESTEAD @ COFFMAN PARK, GAZEBO
ADDRESS: 5540 Wall Street
APPLICANT: Brian Thornton, Blendon Gardens,
APPLICATION NO.: 06-201826(2)
The plans dated January 29, 2007 and revised 2007.05.02, for the captioned project have been reviewed for
compliance with the provisions of the Ohio Building Code (2005) for the purpose of issuing an APPROVAL.
The review was based upon the following criteria:
Use Group: A5
Occupancy: 25
Area: 230 Sq. Ft.
Construction Type: VB
Automatic Sprinkler: N/A
Notes: N/A
The architectural plans are sealed by Kevin Scott Hoffman, Architect #9343, all to comply with the
requirements of OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC Section
106.3.1.
OBC 1063.1 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.
The Drawings are APPROVED
0eviewe d Sin dm, tect Je ringr.Ifficial
Plans Examiner Chie Plan Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one
signed copy of this Plan Approval of the submitted plans.
C;2 5 _ ~o -0-4-
Owner or Owner's Representative Date
~ A/1 E w v A-~ S
Print Name and Title as Signed
February 23, 2007
UNIFIED RESPONSE LETTER (URL)
Mr. Bryan Belt
Belt Builders
278 Shyanne Court
Review Services Powell, OH 43065
5800 Shier-Rings Road
Dublin, OH 43016-1236
Phone: 614-410.4600 Re: Dublin Building Permit Application #06-201826 (1)
Fax: 614.718.4346 Village at Coffman Park Gazebo
www.dublin.oh.us
Dear Mr. Belt:
The City of Dublin's Review Services Team has completed review of materials
submitted January 29, 2007, for your application for a Commercial Building 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 - approval (plan review letter attached)
Dublin Fire Code - no review required
Zoning & Landscape Requirements - disapproval (plan review letter attached)
Site Engineering Standards - disapproval (plan review letter attached)
Note the Building Plan Review Letter is not a Building Permit.
Please provide a unified resubmittal responsive to the attached review letters
consisting of four (4) updated and complete plan sets and the disapproved marked up
check prints to the Dublin Building Permit Window, 5800 Shier-Rings Road.
Please provide a written description itemizing your responses to the plan review
letters and other plan changes you may make to help facilitate our review. If we do
not receive a written response within six months, the application will become invalid.
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,
,S,~ P"Jelz~
Steve A. Snyder, P.E.
Review Services Coordinator
SAS/df
Attachments
Y
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
APPROVAL
THIS IS NOT A BUILDING PERMIT. IT IS A RECORD OF OUR REVIEW OF
DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING PERMIT.
February 7, 2007
RE: HOMESTEAD @ COFFMAN PARE, GAZEBO
ADDRESS: 5540 Wall Street
APPLICANT: Bryan Belt, Belt Builders
APPLICATION NO.: 06-201826
The plans dated January 29, 2007, for the captioned project have been reviewed for compliance
with the provisions of the Ohio Building Code (2005) for the purpose of issuing an APPROVAL.
The review was based upon the following criteria:
Use Group: A5
Occupancy: 25
Area: 230 Sq. Ft.
Construction Type: VB
Automatic Sprinkler: N/A
Notes: N/A
The architectural plans are sealed by Kevin Scott Hoffman, Architect #9343, all to comply with the
requirements of OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC
Section 106.3.1.
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 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.
This APPROVAL does not preclude the acquisition of separate permits for plumbing, mechanical,
sprinkler or electric. Permits and fees for these items must be obtained from the Building Division
prior to the start of any work in these areas.
T:\OFFICE\WP\DOC'S\DOC'~.4pproval 2006\06-201826 Homestead a Coffman Park, Gazebo.doc
HOMESTEAD @ COFFMAN PARK, GAZEBO, Applicant: Bryan Belt, Belt Builders
Application No. 06-201826
February 7, 2007
Page 2 of 3
Item 1. The Simpson hold-dower device is apart of this Plan Approval.
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 1. OBC 109.2 Lot line markers required. Before any work is started in the construction of a
building or an addition to a building to which the rules of the Board are applicable under Section
101.2, all boundary lines shall be clearly marked at their intersections with permanent markers or
with markers which are offset at a distance which is of record with the owner.
Item 2. OBC 106.3. 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 3. 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 4. 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 5. 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.
This includes firestopping and draftstopping (Chapter 7 OBC), mechanical n•ork; piping, ducts
and systems (Chapter 3 OMC), structural members and connections (Chapter 16 OBC), and
electrical x~ork (Chapter 27 OBC). All systems and elements covered by code are to be inspected
and approved before being covered.
Item 6. OBC 1103.1 Where required. Buildings and structures, temporary or permanent, including their
associated sites and facilities, shall be accessible to persons with physical disabilities.
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 this chapter.
Item 7. 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.
"I :,OFFICE\WP\DOCS\DOC\Appro%al 2006\06-201826 Homestead @ Coffman Park, Gazebo.doc
HOMESTEAD @ COFFMAN PARK, GAZEBO, Applicant: Bryan Belt, Belt Builders
Application No. 06-201826
February 7, 2007
Page 3 of 3
Item 8. 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 attached letter from Washington Township Fire Department shall serve as a reference to the "Approval" letter
from Martin Strayer, City of Dublin Plans Examiner. Unless otherwise noted, the "Approval" letter and the
referenced letter shall serve as an approval from Jeffrey S. Tyler, Chief Building Official/Director of Building
Standards.
The start of construction indicates acceptance of all of the conditions listed above. This revieN~ does not preclude
the necessity to conform with provisions which may have been omitted or overlooked in the review process, but
%ehich are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest
with the registered design professional, the tenant and the owner. Approval will be valid only upon receipt by the
City of Dublin, Division of Building Standards, of one signed copy of this addendum to the submitted plans.
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
Reviewed and Signed,
Marti 1 F. Strayer Jeffrey S. Tyler
Co mercial Plans Ex line Chief Building Official
O\\ ner or Owner's Representative Date
Print Name and Title as Signed
I"01=FICE\WP\DOCS\DOC\Appro\al 2006\06-201826 Homestead a Coffman Park, Gazebo.doc
February 23, 2007
Mr. Bryan Belt
i:; l i', . Belt Builders
278 Shyanne Court
Review Services Powell, OH 43065
5800 Shier-Rings Road
Dublin, OH 43016-1236 Re: The Village at Coffman Park
Phone: 614-410-4600 Wall Street and Kenzie Lane Gazebo
Fax: 614-718-4346 Application #06-201826
www.dublin.oh.us
Dear Mr. Belt:
Permit plan sets submitted on January 29, 2007 for the above referenced project have been reviewed for
Zoning Compliance and are being returned to your attention for revision. For your convenience, this
letter is to summarize any and all revisions required for Zoning Plan Approval only. Please review
the contents of this letter with all comments shown on both plan sets marked "Z/E", "L" and "S."
Please return all plans and related attachments marked "RETURN TO DUBLIN" with
vour resubmitted plans in order to expedite the building permit plan review process.
General Comments
• Consistent dimensions must be shown from property lines to two corners of the proposed
gazebo.
• Elevations as reviewed and approved by the City of Dublin Planning and Zoning Commission
of the gazebo, fence and retaining walls must be shown.
• Details of the gazebo, fence and retaining walls must be submitted.
Sheet 11/13 Staking Plan (and 11A/13 Zoning Plan)
• The gazebo to be located at the intersection of Wall Street and Kenzie Lane must be labeled and
dimensioned on the staking plan. The size shown must agree with the detail plan.
Landscape Plan
• Landscape plans must be submitted and reflect the conditions stated in the September 21, 2006
Staff Report and as approved by P&Z, which includes the retention of evergreen hedges along
Post Road with the incorporation of stone walls as shown on the approved original Final
Development Plan, substitutions in plant material, and the addition of a second gazebo and
subsequent landscaping located near the Wall Street entrance into the development. (See
attached Planning and Zoning Commission Record of Action)
These revisions must be coordinated with any and all plan review comments identified in the structural
and engineering plan reviews, as well as the comments of the Washington Township Fire Department.
If you have any questions about this review for Zoning Plan Approval, please do not hesitate to call me
at 410-4667.
Sinc ely,
E 6L~ - "WY
Velma A. Coen Eugenia M. Martin, ASLA
Development Review Specialist Landscape Architect
cc: Mr. Pat Grabill
Mr. Bryan Thorton
Ms. Darcy Dom
Division of Engineering
5800 Shier-Rings Road Dublin, Ohio 43016-1236
CITY of DUBLIN Phone: 614-410-4600 Fax: 614-718-4346
To: Darcy Dom, P.E. - Bird & Bull
From: Kristin K. Yorko, P.E., Civil Engineer. Date: February 23, 2007
Re: The Village at Coffman Park
06-003-RES
We have reviewed the three different sets of plans submitted to our office on January 29, and February 13, 2007 and
have the following comments.
General Comments
• Site plans have been approved for this project, but the drawings currently submitted have required walls
missing from the drawings.
• The submitted site plans also show the public path that is on the south side (pond side) of the clubhouse on
private property. If the path is to stay on the private side of the property, then an easement for the path will
need to be submitted to the City for approval.
If you have any questions regarding these comments, please contact us.
NAENGINEERING\PERSONAL\KRISTIN\RESIDEN"rIAL\06-003-RES COFFMAN PARK - CLUB.DOC Page 1 of 1
January 8, 2007
UNIFIED RESPONSE LETTER (URL)
Mr. Bryan Belt
Belt Builders
278 Shyanne Court
Review Services
5800 Shier-Rings Road Powell, OH 43065
Dublin, OH 43016-1236
Phone: 614-410.4600 Re: Dublin Building Permit Application #06-201826
Fax: 614-718-4346 Homestead at Coffman Park Gazebo
www.dublin.oh.us
Dear Mr. Belt:
The City of Dublin's Review Services Team has completed review of materials
submitted December 12, 2006, for your application for a Commercial Building
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 - favorable
Zoning & Landscape Requirements - disapproval (plan review letter attached)
Site Engineering Standards - disapproval (plan review letter attached)
Note the Building Plan Review Letter is not a Building Permit.
Please provide a unified resubmittal responsive to the attached review letters
consisting of four (4) updated and complete plan sets and the disapproved marked up
check prints to the Dublin Building Permit Window, 5800 Shier-Rings Road.
Please provide a written description itemizing your responses to the plan review
letters and other plan changes you may make to help facilitate our review. If we do
not receive a written response within six months, the application will become invalid.
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
r ,
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
CORRECTION REQUEST
THIS IS NOT A BUILDING PERMIT. IT IS A RECORD OF OUR REVIEW OF
DOCUMENTS SUBMITTED WITH YOUR APPLICATION FOR A BUILDING
PERMIT.
January 8, 2007
RE: HOMESTEAD AT COFFMAN PARK, GAZEBO
ADDRESS: 5540 Wall Street
APPLICANT: Bryan Belt, Belt Builders
APPLICATION NO: 06-201826
The plans are sealed by Kevin Scott Hoffinan, Architect #9343 all to comply with the
requirements of the Ohio Building Code (2005). The review was based upon the following
criteria.
Use Group: A5
Occupancy: 25
Area: 230 Sq. Ft.
Construction Type: VB
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.
The constriction documents, which have been submitted, do not allow the City of Dublin to
issue a permit to begin construction. Substantial portions of the OBC have not been complied
with, as indicated by the following items. The following item(s) shall be brought into full
conformance with the OBC prior to the issuance of any partial or conditional plan approval.
T:\OFFICE\WP\DOCS\DOC\COITeCtiOn Request 2006\06-201826 Homestead at Coffman Park, Gazebo.doc
f t
HOMESTEAD AT COFFMAN PARK, GAZEBO, Bryan Belt, Belt Builders
Application No. 06-201826
January 8, 2007
Page 2 of 2
Item 1. Provide the detail which ensures the connection between the four wood piers and the
foundation piers to withstand the wind loads.
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 rest with the registered design
professional, the tenant and the owner. 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.
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
Reviewed and Signed,
of CX11
PFin. Strayer Al Jeffrey S. Tyler
Commercial Plan Ex miner Chief Building Official
Signature - Architect, Engineer or Contractor Date
(Optional)
Print Name and Title as Signed
T:OFFICE\WP\DOCS\DOC\Con-ection Request 2006\06-201826 Homestead at Coffman Park, Gazebo.doc
January 4, 2007
Mr. Bryan Belt
Belt Builders
278 Syanne Court
Powell, Ohio 43065
Re: The Village at Coffman Park
Accessory Structure - Kenzie Lane and Wall Street
Review Services Permit #06-201826
5800 Shier-Rings Road
Dublin, OH 43016.1236
Dear Mr. Belt:
Phone: 614-410-4600
Fax: 614-718-4346 Permit plan sets submitted on December 12, 2006 for the above referenced project have
www.dublin.oh.us
been reviewed for Zoning Compliance and are being returned to your attention for
revision. For your convenience, this letter is to summarize any and all revisions required
for Zoning Plan Approval only. Please review the contents of this letter with all
comments shown on plan sets marked "Z/E", "L" and "S."
Please return all plans and related attachments marked "RETURN TO DUBLIN" with
your resubmitted plans in order to expedite the buildin>l permit plan review process.
General Comments:
The plans submitted for site revisions to The Village at Coffman Park, Permit #06-400053,
required the following changes. These changes are still needed, prior to approval of the
structure you submitted. Your resubmittal must include copies of the staking plan
reflecting these changes, as well as elevations, and details of the stone retaining wall and
fence.
Sheet 11/13 Staking Plan (and I IA/13 Zoning Plan)
• The shelter/gazebo to be located at the intersection of Wall Street and Kenzie Lane
must be shown and dimensioned on the staking plan. The size shown must agree
with the detail plan.
• Show the dimensions from property lines to two corners of the proposed shelter.
Landscape Plan
• Landscape plan must be submitted and reflect the conditions stated in the
September 21, 2006 Staff Report and as approved by P&Z, which includes the
retention of evergreen hedges along Post Road with the incorporation of stone
walls as shown on the approved original Final Development Plan, substitutions in
plant material, and the addition of a second gazebo and subsequent landscaping
located near the Wall Street entrance into the development. (See attached Planning
and Zoning Commission Record of Action)
These revisions must be coordinated with any and all plan review comments identified in
the structural and engineering plan reviews, as well as the comments of the Washington
Township Fire Department. If you have any questions about this review for Zoning Plan
Approval, please do not hesitate to call me at 410-4667.
Sincerely,
Velma A. Coen Eu n' M. Martin, ASLA
Development Review Specialist Landscape Architect
PLANNING AND ZONING COMMISSION
RECORD OF ACTION
SEPTEMBER 21, 2006
CITY OF DUMAN..
Lod Use and The Planning and Zoning Commission took the following action at this meeting:
Lang Range Meaning
5800 Shier-Rings Road
Dublin, Ohio 43016.1236 3. Amended Final Development Plan - 06-118AFDP - The Village at Coffman
Phone: 614-410.4600 Park - Post Road and Discovery Boulevard
Fax: 614.410-4747 Location: 22.821 acres located at the southeast comer of the intersection of Post
Web Site: www.dubhn.oh.us Road and Discovery Boulevard.
Existing Zoning: PUD, Planned Unit Development (Homestead at Coffman Park
plan).
Request: Review and approval of an amended final development plan under the
PUD provisions of Code Section 153.053 (E)(2)(b) and 153.055(B).
Proposed Use: Modifications to a previously approved residential condominium
development, including the removal of a stormwater pond, additional trim color
options, and grouped mailboxes.
Applicant: Patrick M. Grabill, Village at Coffman Park, LLC, 109 South High
Street, Dublin, Ohio 43017; represented by Jason Stults, Glavan Feher Architects,
Inc., 2 Miranova Place, Suite 700, Columbus, Ohio 43215.
Staff Contact: Judson J. Rex, Planner.
Contact Information: (614) 4104654/Email: jrex@dublin.oh.us.
MOTION: To approve this amended final development plan because the proposed
modifications will enhance the overall appearance of this site and continue to promote
high-quality residential development, with four conditions:
1) That the applicant submit revised construction drawings for site plan permit
approval;
2) That the applicant submits a revised Stormwater Management Plan for review and
approval;
3) That the applicant retain the hedges shown on the plans and incorporating stone walls
into the landscaping treatment along Post Road, subject to staff approval; and,
4) That the landscaping plans be revised to reflect the comments in the staff report,
subject to staff approval.
* Pat Grabill agreed to the above conditions.
VOTE: 5-0.
RESULT: This amended final development plan was approved.
STAFF CERTIFICATION
J on J. Rex
P1 er
Division of Engineering
5800 Shier-Rings Road Dublin, Ohio 43016-1236
CITY OF DUBLIN Phone: 614-410-4600 Fax: 614-718-4346
To: Bryan Belt
From: Kristin K. Yorko, P.E., Civil Engineer
Date: January 4, 2007
Re: Village at Coffman Park Gazebo
06-003-RES
We have reviewed the plan submission made by your office on December 12, 2006 for this project. The gazebo is
not shown on the approved site plans for this project nor were modified site improvement plans submitted for
approval. Please submit the modified site plans along with the architectural drawings for approval.
N:\ENGINEERING\PERSONAL\KRISTIN\FORMS\BLANK REVIEW NEW.DOC Page 1 of 1
WASHINGTON TOWNSHIP
'UNTIES
FIRE DEPARTMENT
6200 Eiterman Road, P.O. Box 3248
FRANKN Dublin, Ohio 43016
' 614-652-3920 • Fax 614-766-2507
Date: 19.4~ri % o1007 RECEIVED
APR 1 3 2001
To: Jeff Tyler, Director
City of Dublin
Division of Building Standards CITY OF DUBLIN
5800 Shier Rings Road
Dublin, Ohio 43016
Re: Washington Township's Fire Department Plan Review
Permit G16-~O/8d6
Project: Iii//a a Ina' &ze,&
Location: P
Received: 6 &-l % ka 7
Review Comments:
T ocretssor c6
Fie o
A/DYA fipys d y~/ii~e~a~ /o ~'if a ,v?OCE3 Dam/ i~ fiir aF . X~~'',
fir` /llsfx~~
Reviewed By: op, X.
Trustees Gene Bostic - Denise Franz King - Charles Kranstuber Fiscal Officer Joyce E. Robinson Chief Allan Woo
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.
May 4, 2007
RE: HOMESTEAD @ COFFMAN PARK, GAZEBO
ADDRESS: 5540 Wall Street
APPLICANT: Brian Thornton, Blendon Gardens,
APPLICATION NO.: 06-201826(2)
The plans dated January 29, 2007 and revised 2007.05.02, for the captioned project have been reviewed for
compliance with the provisions of the Ohio Building Code (2005) for the purpose of issuing an APPROVAL.
The review was based upon the following criteria:
Use Group: AS-
Occupancy: 25
Area: 230 Sq. Ft.
Construction Type: VB
Automatic Sprinkler: N/A
Notes: N/A
The architectural plans are sealed by Kevin Scott Hoffbian, Architect #9343, all to comply with the
requirements of OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC Section
106.3.1.
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 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
qfflcial's designated representative.
The Drawings are APPROVED
eviewe &S*d
Harp ct Jeffr
ey S. Tyler
Comm rcial ner Chief Building Official
Plan Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one
signed copy of this Plan Approval of the submitted plans.
Owner or Owner's Representative Date
Print Name and Title as Signed
_ - _ _ _ . u ..__.~..~_we__~ _ - ~
.b
F
1-~CCESSOR~Y" STI~UCTUR
~I ~~NZI~ I.,AN~ 1~NI) WAI,I~ Y~,U~LIN, O~-IIO
ARCHITECTS & PLANNERS
KEVIN S
HOFFMAN
i ASSOCIATES
~
architects
BUILDING AREAS
BNLDING FOOTPRINT 270 S.F.
_ ~^-_._.v+r.~ ~ t
II 1111 ~ vN,<yra ~ S„~'~ ruN~ ~~.~C- ~ ~
rirN~~ ~ t~-~~~ ~ 1~a ~ i~Q ~i
i
_ ~@ I cat ~ 7 , r ,
le i6 i, i ~ ~ Il ~~.ta2.Ir~NDr i ~I
~Rd~~ i~~
f~ f%-V~~~~~
J f ~ a~ i._Duhlin~~,fi1,;
USE GROUP U u
PER 2005 OBC. ~;J~- ~ ~ . . ~ ~I MJnOU 5t i r
CONSTRUCTION TYPE uB VB , .,,~~p ~ j , ~ SITE ~ ~ r iLl ` 1' r 11
PER 2005 OBC. ~~tlj ~ ~ -,~1~
f (a i ~1 `~I ~ i,- ~ nl~~ ~'1 ~ p n i , ~ ~
`;a ' °i~~~;'f 1
ivember 28, 2004 VICIhiITY MAP
CONS'I RUCTION DOCUMENTS November 28, 2 .i'~
NOT TO SCALE
`S,La„'i11Z,L I ?
0 0000 ~ V 0000 000
N Nom/\~p D N V p D
o D a
A D ° S r
0 o FF p y r
934 0 A7 "
Dp G & l.! o D l~ N
000 000 N 00000 y H
1 ~ ~ H 00 1
LLLLLZti~' ~ O
i i
i .
I
~ VIATION LIST ABBRE SYMBOL LEGEND DRAWING NUMBERING SYSTEM ~H~~~~'~"''l~l ~ ~~Y sppa OOp lO II
A~~ 1 ~®0 o e,, 1
A.H. ANCHOR BOLT H,B, HOSE B[BB S, SOUTH CC
' ACOUS, ACOUSTICAL H,C. HOLLOW CORE SAN, SANITARY A.C,T, ACOUSTICAL CEILING TILE HDWD, HARDWOOD S,C, SOLID CORE ELEVATION TA GE ~ DRAWING NUMBER ~ ~ 8 dM' r R TIJ ~ ~ ee,°~~~~
A.D, ACCESS DOOR HDW. HARDWARE SCHD, SCHEDULE ' ADH, ADHESIVE H,M, HOLLOW METAL S.D, SOAP DISPENSER DISCIPLINE LETTER ~7 0 8 ELEVATION DESIGNATION r11I~~~eeeepooxeaeeo;°,~;~,:
' ADJ, ADJUSTABLE H,O, HOLD OPEN SECT, SECTION ~
A,F,F, ABOVE FINISHED FLOOR HORIZ, HORIAONTAL S,F. SQUARE FOOTlFEET AGO, AGGREGATE H,P, H]GH POINT S,G.F,T, 9TRUCTURAL GLAZED FACING TILE ;D FACING TILE 1•A401 i1
• ! ALUM, ALUMINUM HR HOUR SHR, SHOWER ARCHITECTURAL DRAWING INDEX Il 1~ ~~G~ SHEET REFERNGE NUMBiER EXTERIOR ELEVATION
' ALT, ALTERNATE HT, HEIGHT SHT, SHEET ANOD, ANODIZED HTG, HEATING 5[M, SIMILAR ELEVATION DESIGNATION
ANCH, ANCHOR H,V,A,C, HEATING VENTILATING SPEC, SPECIFlCAT10N ' APPAOX, APPROXMATE AIACONDITIONING SQ. SQUARE
ARCH, ARCHITECTURAL H.W, HOT WATER SSK, SERVICE SINK l•A441 ~ s1iEET REFERNCB NUMAIER ARCHITECTURAL DRAWINGS a
AUTO, AUTOMATIC HYD, HYDRANT S,S. STAINLESS STEEL STA, STATION INTERIOR ELEVATION
S,T.C, SOUND TRANSMISSION CLASS )N CLASS WALL SECTION TARGETS AODI ABBREVIATIONS & SYMBOLS ~ A101 SITE PLAN, NOTES ~
Bt BOTTOM OF I,D, INSIDE DIAMETER STD, STANDARD ' BB, BASEBOARD IN, INCf-IES STL, STEEL A201 FOUNDATION PLAN, FLOOR PLAN, ROOF PLAN & DETAILS ~ N
BD, BOARD fNCAND, INCANDESCENT STOR, STORAGE A401 ELEVATION & BLDG SECTION ~ Q ~ SHEET REFERNGE NUMBER A501 SECTION DETAIL & FASTENER SCHEDULE U ~
BITUM, BITUMLNOUS INCL, INCLUDED STRUC, STRUCTURAL ' B,K.P, BACK PRIME [NSUL, INSULATION SUSP, SESPENDED
BLDG, BUILDING INT, INTERIOR SLNT, SEALANT SECTION DES]GNATION ~ ~
BLKG, BLOCKING INV,EL, INVERT ELEVATION I BM, BEAM ~~j~o
I B,M, BENCHMARK T, ?READ BA, BRICK l,C, JANITOR'S CLOSET T! TOP OF
BRG, BEARING JT, JOINT T&b, TOP AND BOTTOM DETAIL SECTION TARGETS ~ ~ dE - - o ~
BSMT, BASEMENT T&g. TONGUEANDGROOVE B,T,B, BACK TO BACK TEL, TELEPI{ONE
B,U,R, BUILT•UP ROOFQG TEMP, TEMPERED K,O, KNOCKOUT THK, THICK ~ ~
'i K,S, KNEE SPACE TLT, TOILET 3 SECTION DESIGNATION
CEM, CEMENT TOPO, TOPOGRAPHY A3.1
C,L, CENTERLINE T,V. TELEVISION CLR CLEAR LAM, LAMINATE(D) TYP, TYPICAL SHEET REFERNGE NUMBIER
CLG. CEILING LAV, LAVITORY USE GROUP (PER 2005 OBC); v
CLO, CLOSET LB(S) POUND(S) CM, CENTIMETER L~F, LINEAR FOOT UNEXC, UNEXCAVATED
CMP, CEMENT PLASTER L~H, LEFT HAND UNF. UNFINISHED C,M,U, CONCRETE MASONRY UNIT LKR, LOCKER U,N,O, UNLESS NOTED OTHERWISE DETAIL TARGETS coNSTRUCrION TYPE: ~B ~ ERwISE BUILDING OCCUPANCY UNOCCUPIED
C.O, CLEANOUT L,P. LOW POINT UR, URINAL
COL, CLOUMN LT, LIGHT UTIL, U71L[TY CONC, CONCRETE LTWT, LIGHTWEIGI{T DETAIL DESIGNATION BUILDING FOOTPRINT 230 S,F, h~+~i 3
CONF, CONFERENCE
CON5TR, CONSTRUCTION V.C.T. VINYL COMPOSITION TILE CONT, CONTINUOU3 M TER VF.RT, VERTICAL M, E J TILE A3.1 SHEETREFERNCENUMBE',R
~ CONTR, CONTRACTOR MAINT, MAINTENANCE VEST. VESTIBULE COORD, COORDINATE MRS, MASONRY V.I.F, VERIFY IN FIELD
CORK CORRIDOR VOLUME AREA DETAIL REFERENCE
CPT, CARPET MATG, MATERIAL VOL. VINYL WALL OVERING ~ MAX, MAXIMUM Y.W,C, C C,J, CONTROL JOINT M,C,B, METAL CORNER BEAD ING
C,T, CERAMIC T[LE MECH, MECHANICAL SHEET REFERNGE NUMBER 4•AS02
CTR, CENTER MEMB. MEMBRANE CTSK, COUNTERSUNK MEZZ, MEZZANINE W WEST KEVIN S
CU, CUBIC MFR, MANUFACTURER WI WITH I C,W, COLD WATER MH, MANHOLE W`0~ WITH OUT DETAIL DESIGNATION
' MIN, MINIMUM W,C, WATER CLOSET HOFFMAN
I~, MISC, MISCELLANEOUS WD, A OOD
DBL, DOUBLE MM, MILLIMETER W,F, WIDE FLANGE DEG, DEGREE M.O, MASONRY OPENING W.H, WATER HEATER ASSOCZAT~S :T ; ,~a
DEMO, DEMOLISH MOV, MOVABLE W,H,C, WALL BUNG CABNET DEPT. DEPARTMENT MTD, MOUNTED WIN. WINDOW
D,F, DRINKING FOUNTAIN MTG, MOUNTING W.M, WIRE MESH
DIA, DIAMETER MTL, METAL WPFO, WATERPROOFING DIAG, DIAGONAL MUL, MULLION WSCT, WAINSCOT
DIFF. DIFFUSER WT. WF,IGHT W.W,F, WELDED WIRE FABRIC DIM, DIMENSION I~ architects
pISP, DISPENSER N, NORTH BUILDING SECTION TARGETS
pIV, DIVISION N,I,C, NOT IN CONTRACT I DN, DOWN NO, NUMBER YD, YARD 6132 Johnstown Road
p.0, DOOR OPENING NOM. NOMINAL DP, DAMPPROOFING NTS, NOT TO SCALE secTloN DESIGNATION New Albany Ohio 43054
DR, DOOR 3
' DS, DOWNSPOUT DTL, DETAIL A3•l ! telephone 614,?75,6148 SHEETREFERNCENUMBER facsimile 614,775.6148
~ DWG, DRAWING OA, OVERALL O,C, ON CENTER
O,D, OUTSIDE DIAMETER
' OFF, OFFICE E, EAST OH, OVERHEAD
EA, EACH OPNG. OPENING i E.J, EXPANSION JOINT Opp, OPPOSITE A3•I
EL, ELEVATION OPP,H, OPPOSITE HAND ELAS, ELASTOMERIC
ELEC, ELECTRICAL
I ELEV, ELEVATOR EMER, EMERGENCY P,A, PUBLIC ADDRESS
ENCL, ENCLOSURE P.C, PAE•CAST MATCHING LINE COPYRIGHT 2006
' E,O, ELECTRIC OUTLET PL, PLATE E,PNL, ELECTRICAL PANEL P•LAM, PLA5TICLAMINATE The Drawings, Spocifications,and
EQ, EQU s,l, PLAS, PLASTER EQIP. EQUIPMENT PLWD. PLYWOOD MATCH L[NE other Dauments generated shell remain the property of
E,W,C, ELECTRIC WATER COOLER PNL, PANEL SEE 1JA2•l Kevin S, Hoffman Assoaialee
EXH, EXHAUST POL, POLISHED EXIST, EXISTING PR PAIR Incorporated and may not be used duplicated, or elterod without the
EXP. EXPANSION PROP, PROPERTY EXPO, EXPOSED P,S,P, POUNDS PER SQUARE FOOT written consent of the Archileeb
EXT, EXTERIOR P,S,I, POUNDS PER SQUARE INCH
PT, PAINT PTD, PAINTED ELEVATION MARKS scHEMATtc
~ FI FACE OF PTN, PARTITION DESIGN DEVELOPMENT
F.A, FIRE ALARM TJ ROOF VERTICAL HEIGiHT
F,D, FLOOR DRAIN ' FDN. FOUNDATION R, RISER EL. +3l'•ti" (ELEVATION) SECTION CONSTRUCTION
AE, FIRE EXTINGUISHER R/W, RIGHT•OF•WAY ' F,E.C. FIRE EXTINGUISHER CABINET RAD, RADNS _F_IR_S_T.F,_LO~OR SPOTBLEVATIOIN 2406,11,28
F.H,M.S, FLAT HEAD MACHINE SCREW RUBBER EY L ~ (PLAN) REVISIONS
FIN, FINISH R,C,P. REFLECTED CEILING PLAN FL, FLOOR RD, ROOF DRAIN
FLllOR, PLOURESCENT R,H, RIGHT HAND FPtU', FIREPROOF REC, RECESSED
F.R,P, FIBER REINFORCED PLATIC REF, REFERENCE
FT, FOOT(FEET REFR, REFRIGEATER F,T,F, FACE TO FACE REINF, REINFORCED ROOM FINISH TARGET
' FTG, FOOTING REQD, REQUIRED FURN, FURISH RESID, RESIDENT ROOM NAME
' FURR FURRING REV, REVISION 3•l40
FiiT Fn•nraa RFG, ROOFING
RM. ROOM
R,O. ROUGH OPENING
GA, GAUGE GALV, GALVANIZED TARGETS ABBREVIATIONS MISCELLANEOUS & SYMBOLS
GEN. GENERAL
GFRS, GLASSFIBER REINFORCED GYPSUM GL, GLASS
GND, GROUND G.PL GYPSUM PLASTER G02 G z3 SHEET NO.
GIL GRADE
G.T. GREASE TRAP G,T.C, GENERAL TRADES CONTRACTOR PARTITION WINDOW DOOR A001
GYP. BD, GYPSUM BOARD TYPE DESIGNATION NUMBER PROJECT NO. 06KSH
1 i
~111111tt11
GENERAL NOTES STRUCTURAL LUMBER I DESIGN CRITERIA - OP1EN AIR STRUCTURE ~ltiti
I 1, THE CONTRACTOR MAY, AT HIS![-lER OPTION, ATTACH THE SHEATHAG W 1, MATERIALS: Concrete slab on grade: 100 psf Seismic Design Criteria: ~Jt~1
ACCORDANCE WITH TFIE FASTENING SCHEDULE ON SHEET ASOI, A, STUDS: SPRUCE PDJE FIR, STUD GRADE OR BETTER, ACCORI NATIONAL LUMBER GRADES AUTHORITY (NLGA), SEASONED ~ t BETTER, ACCORDING TO Tt-IE Design Roof Live Load: 25 psf Seismic Use Group: II ~ z °'e~ fLGA), SEASONED AT 19% ~ ~ e ~ r~ ° ~ r
2. CENTER FOOTINGS ON COLUMN CENTERLINES, MOISTURE CONTENT. B. STRUCTURAL LUMBER; SPRUCE P[NE FIR N0.2 OR BETTER, Design Roof Dead Load: 20 psf Seismic Response Coefficients; ~ ®e > 0 w M e r No. 2 OR BETTER, ACCORDING To THE Design Spectral Response Acceleration at Short Periods: 0.1856 ~~r ~ o° ~ vvi p ~ e
3, 1T IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OWNER THAT ALL NATIONAL LUMBER GRADES ASSOCIATION (NGLA), SEASONS[ (NGLA), SEASONED AT 19% Roof Snow Loads: Design Spectral Response Accelerttion at 1 Second Period; 0.104 x
STRUCTURES HAVE A POTENTIAL TO HAVE RADON LEVELS WHICH MAY EXCEED THE MOISTURE CONTENT. Ground Snow Load; 25 psf Site Class; D +2
RECOMMENDED LEVELS ESTABLISHED BY THE UMTED STATES ENVIRONMENTAL C. PLYWOOD: TOR IN CONJUNCTION WITH THE OWNS SHALL 1, ROOF: C-C PLUGGED, SIS " APA STRUCTURAL I RATED SHE. PROTECTION AGENCY, THE CONTRAC R, EXPOSURE 1, U.N.O, 1RAL 1 RATED SHEATFIING, 2410, Snow Exposure )Factor; 1.2 Basic Seismic Force Resisting System; tl~~~*t~~~~~~
MUTUALLY AGREE UPON WHAT ACTION SHOULD BE TAKEN REGARDING RADON. IT IS 2. FLOOR; 3/4 APA RATED STURD-I-FLOOR, 16 O.C., EXPOSURI 16 O.C., ExeosURE I, T & G. Snow Importance Factor: 1,1 Light Frame ColumnsllValls with Shear Panel Sheathing [~ATHING,16 O.C. EXPOSURE I. Thermal Factor: 1.0
NOT THE RESPONSIBILITY OF THE ARCHITECT TO DETERMINE IF A RADON ABATEMENT 3. WALL: U2 " APA STRUCTURAL I RATED SI~ATHNG,16 O.C. ' SYSTEM IS REQUIRED. 2. CONNECTIONS:
UNLESS NOTED OTI-IERWISE, CONNECTIONS FOR STRUCTURAL 1 ' 4. THE STRUCTURE IS STRUCTURALLY STABLE WHEN COMPLETED, IT IS THE CONFORM TO THE FASTENER SC[~DULES LISTED IN THE 2005 0 'OR STRUCTURAL MEMBERS SHALL Design Base Shear; 1.2,000 # TED IN THE 2005 OHIO BUILDING CODE. Analysis Procedure: Equivalent Lateral Force
CONTRACTOR'S RESPONSBIL[TY TO PROVIDE PROPER BRACING DURING A. JOIST TO BEAMS: 16 GA, GALVAMZED STD. JOIST HANGERS JOIST HANGERS BY THE SIMPSON Wind Loading: ;i.°I sKEwED HANGERS WI-IERE REQUIRED). Basic Wind Spetrd; 90 mph Lateral Earth Pressure A ainst Foundations; 60 sf
CONSTRUCTION AND TO PROVIDE A SAFE WORKING ENVIRONMENT DURING STRONG-TIE CO, (PROVIDE SLOPED AND/OR SKEWED HANGER CONSTRUCTION, B, PLYWOOD TO FLOOR JOISTS: GLUE AND NAILED, USE 8d RIN JAILED, USE 8d RING SHANK NAILS AT Wind Im ortanc~e Factor; I.1 S g P ~ h~ 3ES O.C. AT INTERMEDIATE SUPPORTS. P
6 INCHES O.C, AT PANEL EDGES AND 12 NCHES O.C. AT INTERI (AILED, USE 8d RING SHANK NAILS AT Building Categolry: II Roof Loads:
ODE RE UIREMENTS C, PLYWOOD TO ROOF RAFTERS/TRUSSES: NAILED, USE Sd RIN GENERAL C Q 6 INCHES O.C. AT PANEL EDGES AND ] 2 INCHES O.C. AT INTERI PL Ywo~o~ BE~TWEN sUP oxTSPGRTS. Wind Exposure Category; "C" Top Chord Live Load: 25 psf ~
HI BASIC BUILDING CODE. PROVIDE PLYWOOD CLIPS ATMID-SPAN OF PLYWOOD BETWE (ALL NOTATIONS BELOW REFER TO THE 2003 0 0 ) D, PLYWOOD TO STUDS: USE 8d RING SHANK NAILS AT 6 NCI-? EDGES AND 12 INCHES O.C, AT INTERMEDIATE SUPPORTS. NAILS AT 6 INCI-lES o.C. AT PANEL Internal Pressuro Coeffient: NA Top Chord Dead Load: 10 psf b rE suPPORTS. U
1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS E, SECURELY FASTEN ROOF RAFTERS TO CEILING JOISTS OR CI :LING Jolsrs OR COLLAR TIES To Components and Cladding: Bottom Chord Live Load: 20 psf ~ ~
VENTILATION FOR EACH SPACE BY VENTILATING OPENINGS PROTECTED AGAINST PREVENT LATERAL THRUST AT BASE OF RAFTER. ' ENTRANCE OF SNOW AND RAIN. THE NET FREE VENTIl,ATNG AREA SHALL BE NOT F, MULTIPLE STUDS SHALL BE NAILED WITH 8d NAILS AT B" 0,1 FTER. ROOF; + 10 p sf, - 37 psf Bottom Chord Dead Load; 5 sf ~ ~H o 8d NAILS AT B" O.C., FULL LENGTH. Walls: + 1 S sf, -19 sf P ~ ~
'i LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. BUQ.DER TO DETERMINE G, PROVIDE POST CAPS AND BASES BYTHE SIMPSONSTRONG= iIMPSON STRONG•TIE CO. AT TOPS AND G~ P Net Wind Uplift: 2S psf ~ Q ~ O
METHOD OF VENTING AT THE SOFFIT AND AT THE RIDGE, WHICH COMPLIES WITH THE BOTTOMS OF WOOD POSTS. FOREGOING. 3. MISCELLANEOUS: 'OSS BRIDGING AT 8'•0" O.C. MAX. AND AT U
i A. USE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT I', 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF LOCAL JOIST AND RAFTER BEARINGS FOR ALL JOISTS AND RAFTERS. ITS AND RAFTERS. PROVIDE SOLID ~ ~
ORDINANCES, THE 2003 OHIO BASIC BUILDING CODE, AND THE LATEST NATIONAL BLOCKING BETWEEN JOISTS BELOW BEARING STUDS, PROVII VG STUDS, PROVIDE SOLID BLOCKING AT QCH PASS THROUGH THE FLOOR O a A
ELECTRIC CODE. EACH FLOOR AROUND STEEL COLUMNS WHICH PASS THROUC FRAMING. R ALL EXTERIOR STUD WALLS AND ~ ~ V ~ ~ N
I~ MECHAMCAL E UIPMENT SHALL BE INSTALLED AND MANTANED N B. USE SOLID BLOCKING ATMID-HEIGI{T FOR ALL EXTERIOR S 3, Q INTERIOR BEARING PARTITIONS. ACCORDANCE WITH THE UNDERWRITERS APPROVAL, THE MANUMACTURERS C. PROVIDE CONTINUOUS SOLID BLOCKING (3 ROWS MIN.) BE7 (3 ROWS MIN.) BETWEEN ADJACENT \ \ • ~ \ 'w1 ~ , ~
RECOMMENDATIONS, AND GOOD ENGINEERING PRACTICE, CEILING JOISTS, AT MID-SPAN AND QUARTER POINTS EACH SI ;R POINTS OE`A~CH SIDE OF ALL CEILING ~ ~ ~ 9 \ U d-~
JOIST MEMBERS WHICH SUPPORT BEARING STUDS ABOVE. 4, ALL PLUMBING SYSTEMS AND INSTALLATIONS SHALL BE N CONFORMITY WITH D. USE DOUBLE JOISTS UNDER INTERIOR PARTITIONS. z oNS`~. ~vv vv 9 0.1 ~ ~ % ~ C1 ~ ~
' LOCAL ORDINANCES, THE 2005 OHIO BUILDNG CODE AND THE OHIO PLUMBING CODE, E. PROVIDE TRIPLE STUDS AT CORNERS, DOLBLE STUDS EACH BEARINGS, UNLESS SHOWN OTHERWISE .BEE STUDS EACH END UNDER BEAM \ ~ ~ Po~~ ~ ~ . ~ /
S, FIRESTOPPNG SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS; IN CONCEALED F, PROVIDE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE of AND A DOUBLE PLATE AT THE TOP OF A ~ ~ ~ / IOLTED TO FOUNDATION WITH 3/8 " \ ~ \ ~ / ~ O
SPACES OF STUD WALLS AND PARTITIONS AT THE CEILING AND FLOOR, OR ROOF ALL STUD WALLS. SILL PLATES SHALL BE DOLTED TO FOUND LEVELS; AT ALL INTECONNECI'IONS BETWEEN VERTICAL AND HORIZONTAL SPACES DIAMETER ANCHOR BOLTS AT A MAXIMUM OF 24 O.C, OF 24' O.C. \ ~ V A ~ IBLE 2 x 10 HEADERS OVER OPENIlVGS IN \ \ \ ~ \ \
SUCH AS OCCURS AT SOFFITS OVER CABINETS, DROP CEILINGS, ETC.; AND AT G. UNLESS NOTED OTHERWISE PROVIDE DOI~BLE 2 x 10 HEADS OPENINGS AROUND VENTS, PIPES, DUCTS, AND CHEdNEYS AT CEILING AND FLOOR 2 x 4 STUD WALLS AND TRIPLE 2 x B HEADERS OVER OPENING, t5 OVER OPENINGS IN 2 x 6 STUD WALLS,
LEVELS, WITH NONCOMBUSTIBLE MATERIALS, H. PROVIDE ONE LAYER OF 112 "THICK PLYWOOD BETWEEN E DIMENSIONAL LUMBER HEADERS. HOOD BETWEEN EACH MEMBER OF \ \ \ ~ \ \ ~ ~ ~ / \ \ \ \ ~ A ~ '
L WED PER STUD PRESSURE TREAT ALL EXTERIOR LUMBER AND ALL LUMBE 6, WALL SHEATHING SHALL BE SIZED TO MEET THE 1vIININ1UM THICKNESS AL 0 CONCRETE OR MASONRY, AND ALL LUMBER IN CONTACT WITH \ \ \ \ \ ~ `
SPACING AS SPECIFIED N THE 2005 OBC TABLES; J, PROVIDE PLYWOOD WALL SHEATHING WITHIN 4'•D" OF CORD EXTERIOR WALLS, TFIIN 4'•D" OF CORNERS IN \ \ \ ~ / i \ ' \ \ V 1 \ ~ j -
A, PARTICLEBOARD WALL SHEATHING K, EXTERIOR STUD WALLS UP TO l2'-0" HIGH TO BE 2 x 6 AT 16" [ TO BE 2 x 6 AT 16" O.C, PROVIDE DOUBLE V A \ / ~ ~ , / / V1 \ ~ ~ ~
B, PLYWOOD WALL SHEATHING 2 x 6 STUDS AT 16" O.C. FOR WALLS HIGI-~R THAN 12'-0", L, BELOW MULTIPLE STUDS, PROVIDE WOOD BLOCKING DOWi }BLOCKING DOWN TO SOLID BEARING ~ \ \V AAA
OTHER TYPE STRUCTURAL WALL SHEATHING SHALL MEET THE APPLICABLE BELOW. 3ER (MICRO-LAM MEMBER BY THE \ 1 \ ~ ~
STANDARDS. WALL SHEATHING SHALL MEET THE FASTENER SCHEDULES ON SI-TEST ASOI. 4. LVL INDICATES LAMINATED VENEER LUMBER (MICRO-LAM D TRUSS-JOIST CORP.) CONNECT MULTIPLE MEMBERS AS FOLLC EMBERS AS FOLLOWS \ V A ~ ' a,ILS AT 12" O.C., LOCATED 2" FROM TOP ~ A~\ ~ \1 ~ ~ , ~ ~j 'G+ ~ j ~ ~j
7, EXTERIOR WALLS SHALL BE EFFECTIVELY BRACED WITH LET-IN BRACING, A, DOUBLE MEMBERS; NAILED, USE 2-] 6d NA,II,S AT 12" O.C., Li PLYWOOD AND PARTICLE BOARD N ACCORDANCE WITH 2O0S OBC. AND DOTTOM OF BEAM,
B, TRIPLE MEMBERS: DOLTED, USE 112 " DIAMETER BOLTS AT METER BOLTS AT 24" O.C., LOCATED ~ 11 1 ~ \ ~ 11 L V l~ 11 X~) ~ ~ HOFFMAN
AN ERLAYMENT OF NOT LESS THAN 2"FROM TOP AND BOTTOM OF BEAM. 8, ROOF SHINGLES SHALL BE APPLIED OVER UND ONE PLY OF 1S# FELT, LAID PARALLEL TO THE EAVES, WITH A 3" TOP LAP AND 4° PREFABRICATED WOOD TRUSSES
END LAP.
1. MATERIALS: 9, ALL WOOD IN LOCATIONS SUBJECT TO TERNIITE OR DECAY DAMAGE AS DESCRIBED A. LUMBER: SPECIES PER DESIGN BY TRUSS MANUFACTURER; ~~~''~ti1 1 1 I~ ; ~ i ASSOCIATES MANUFACTURER; N0.2 GRADE ~ 1 A\ ~ 1 ~
SHALL BE TREATED (ACQ) OR BE OF AN APPROVED DECAY RESIST SPECIES. OR BETTER;15%MAXIMUM M.C. THIS INCLUDES BUT IS NOT LIMITED TO, ALL EXTERIOR DECK LUMBER, B. CONNECTIONS: ALL INTERNAL CONNECTIONS ARE TO BE 1; 'IONS ARE TO BE DESIGNED BY THE TRUSS ~ 1 11 d~
SILLS, AND SLEEPERS ON CONCRETE OR MASONRY IN DDtECT CONITACT WITH SUPPLIER, METAL CONNECTOR PLATES: GALVAMZED SI-IEE7 4.C,VAMZED SHEET STEEL ASTM A446, 11 1 ' sS23. MANUFACTURE WITH HOLES, 111 1 ~ 1 ~ 1 EX• R e t en ~ i on
GROUND. GRADE A. COATING GLASS G60 PER ASTM A323. MANUFACTC PLUGS, TEETH OR PRONGS UMFORMLY SPACED AND FORMED CED AND FORMED. ~ 111 11 1 ~ 1 ~ % ;S ARE TO BE PROVIDED BY THE 11111 1111 ~ ~ ~ 11 ~ a T C ~ I t e C t S
C, HANGERS; ALL TRUSS TO TRUSS HANGERS ARE TO BE PROS STRUCTURAL NOTES TRUSS SUPPLIER ~ Basin
2. DESIGN:
L THE STRUCTURE HAS BEEN DESIGNED FOR THE FOLLOWNG LIVE LOADS; A, LOADING; FLOORS: 100 PSF (LOBBIES/F,F, CORRIDORS) ROOF: 40 PSF TOP CHORD LIVE LOAD: 25 PSF TOP CHORD DEAD LOAD: 1 D PSF 111 11 1~ ~ ~1' 11\ 11 ~1 1 / 6132 Johnstown Road
~ BOTTOM CHORD LIVE LOAD: 10 PSF ' ~ 111 11 ~ ' New Albany Ohio 43054
FOUNDATIONS BOTTOM CHORD DEAD LOAD; S PSF NET WIND UPLIFT: B PSF 1 1 w'
1. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOII. OR COMPACTED FILL WITH B. DESIGN OF MEMBERS AND CONNECTIONS IS TO BE BY A PRi i IS TO BE BY A PROFESSIONAL ENGWEER, ~ 11111 ~ 1 I ~ ~ telephone 614.775.6148 ILAR DESIGN RETAINED BY THE I ~ j 11 1 1 ~ facsimile b14.775.614$
AN ALLOWABLE BEARING CAPACITY OF 2,000 PSF, IT IS THE RESPONSD3ILITY REGISTERED N OHIO, EXPERIENCED N SIMILAR DESIGN RETI ' OF THE OWNER ANIDIOR THE CONTRACTOR TO ENGAGE THE SERVICES OF A SOILES MANUFACTURER. iSES FOR THE END REACTION OF 11 111 1 ~ ~
ENGINEER TO VERIFY THE DESIGN VALUES INDICATED ABOVE. C. DESIGN BOTTOM CHORD OF GIRDER TRUSSES FOR THE END 2, BEAR EXTERIOR FOOOTNGS 3'-0" BELOW EXTERIOR GRADE, SUPPORTED TRUSSES. THE DE51GN OF ALL HANGER CONNEC' HANGER CONNECTIONS SI-IALL BE THE ~ 10 I I 1 ? II 1 N ~11 I I 1 - I
3, ALL NEW WALL FOOTINGS SHALL BE 2'-0" WIDE x 12"DEEP WITH (3) #S BARS RESPONSIBILITY OF THE TRUSS SUPPPLIER. CONTINUOUS, TYPICAL UNLESS NOTED OTHERWISE. 3, SUBMITTALS
A, SUBMIT TRUSS SHOP DRAWINGS WHICH EXHIBIT THE SEAL 'sXHIB1T TI-IE SEAL OF THE ENGII~IEER I ~ 11 ~ I~11 II ~ 11 . ; STRUCTURE Wl PAVER FLOOR r N ; I,
CONCRETE RESPONSIBLE FOR THE TRUSS DESIGN. B. SUBMIT LAYOUT DRAWING WINCH INDICATED THE LOCATI ATED TIC LOCATION OF EACH TRUSS. I 1 1 I tv ~ - )LOCATIONS, I I i I I ~ ~ u' '-41
1, CONCRETE FOR FOOTINGS; 3,000 PSI, C. SUBMIT HANGER CONNECTOR TYPES AND LOCATIONS, i 2, RENFORCNG BARS; ASTM A 613, GRADE 60. I I ~ ~II I j' li I~.~'i ~ , i
\11j ~ I ~_~?~I c~P, I I I ~ I ~ '
I ~ MASONRY ~ j COPYRIGHT 2006 I
1, MATERIALS: I ~ ~ S WR I The Drawings, Specifications, end
A. CONCRETE BLOCK: ASTM C90. MINMUM NET AREA COMPRESSIVE STRENGTH OFCONCRETE MASONIRY UMTS =1,900 PSI, I I~ ~ SA - other Documents generated shall I ~ 1 ~ I remain the property of
B. MORTAR; TYPE S, MINIMUM COMPRESSIVE STRENGTH: 1,800 PSI, I ~ I I ~ , Kevin S. Hoffinan Associates
C. GROUT; ASTM C416, COARSE TYPE, MINIMUM COMPRESSIVE STRENGTH; 3000 PSI, ' D. REINFORCING BARS: ASTM A615, GRADE 60. I I LI I,\ 4. ~ Incorporated and may not be used I JI ~ , duplicated, or altered without the
E, JOINT RENFORCNG: GALVAMZED 9 GAGE SIDE WIRES AND CROSS WIRES, 2. PROVIDE HORIZONTAL JONT REINFORCING AT 16 ON CENTER VERTICALLY, I t I III , i II written consent of the Architect
3, GROUT MASONRY SOLID BELOW BEAM AND COLUMN BEARNGS, TYPICAL FULL ~ ~ ~ II ~ ~ ~ II i ~ SCHEMATIC
HEIGHT, 4. 12"MASONRY FOUNDATION WALLS WHICH SUPPORT MORE THAN 4'-0" I ~_I~ II I ~ 11 ;
OF UNBALANCED FILL SHALL BE GROUTED AND REINFORCED WITH #7 VERTICAL BARS i AT 4 -D ON CENTER. POSITION VERTICAL BARS 4 FROM INSIDE FACE OF C.M.U, II 'I i I I II ~ I ~ ~ DESIGN DEVELOPMENT
FOUNDATION WALL. STONE LEDGES SHALL BE NO MORE THAN 2'•0"DOWN FROM THE TOP OF WALL. II I i
S. AT STONE LEDGE ELEVATION GROUT SOLID TOP COURSE OF 12" C.M.U. AND I ~ ~ I I I I i X~ CONSTRUCTION
STARTING BOTTOM COURSE 8 C.M.U. 6. GROUT VERTICAL JOINT BETWEEN STONE AND BLOCK SOLID BELOW GRADE. I i ~I II ~ ~I ~ X 2006,11,28
7, PRECAST MASONRY LINTELS SHALL BE DESIGNED BY THE LIIJ1'EL SUPPLIER. II ( ~ II III I t ~ ~ REVISIONS
TR TURALSTEEL S UC I ~ II I I ~ ;I 2 1.2
= TRENGTH BOLTS; ASTM A325 OR I ~I~ IIII II ! "~•'I~ ~ I ~ ~
1, MATERIALS; BEAMS: ASTM A36, Fy 36 KSI; HIGH S A490; ANCHOR BOLTS; ASTM A 307 OR A36; ELECTRODES; SERIES E70; I I II ! ` I ii I ~jl II I j ~X~; 1.
STRUCTURAL PIPES; ASTM A53 OR ASOI, Fy ~ 33 KSI MIN, 2, CONNECTIONS; I II II 1 I
A, BEAM/COLUMN CONNECTIONS TO BE BOLTED FROM COLUMN CAP PLATE TO BEAM BOTTOM FLANGE. I
B. BEAMBEAM CONNECTIONS TO BE STANDARD AISC DOUBLE ANGLE CONNECTIONS, ~ I I II I jv~ ~i u
UNLESS NOTED OTHERWISE, C. BEAM SPLICES SHALL CONSIST OF 5/16 "THICK STEEL PLATES EACH SIDE OF BEAMS I SITE PLAN r I n
WITH 3 ROWS OF 3/4 DL4METER THRU-BOLTS, 3, ALL COLUMNS SHALL BE 3" DL~MMETER STANDARD PIPES WITH 112 "THICK CAP PLATE SCALE:1"=20'-0" N SI I ~ PENN
e>,m 1/d ~ S Y 1 n RACP P1 ATF TVPTCAT T iNT FCC N(TTFT) ~THFRWISF..
4. = PROVIDE LINTELS OVER ALL OPENINGS IN STONE AND/OR MASONRY WALLS.
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATION, NUMBER AND SIZES OF OPENINGS. FOR LINTELS NOT LABELED OR SHOWN ON STRUCTURAL DRAWINGS & NOTES
PROVIDE THE FOLLOWING:
STONE OPENING SECTION TO 4'-0" L3.1/2x3-112x5/16 SHEET NO.
4'.111 TO 51-611 L4 x 3.1/2 x 5/16 LLV 51-7" TO 61-0" L5 x 3.112 x 5/16 LLV
6'-1" TO 8'-0" L6 x 3-1/2 x 5/16 LLV 8'-1" TO 10'-0" L7 x 4 x 3/8 LLV A101
10'-1" TO 12'-0" L8 x 4 x 1/2 LLV PROJECT NO.06KSH
I
I
_ _
' rytitilltlltt ®{L ~ " it
L ~ ili ~ "o>.> 2Z N r o r
L L
13'•2" ROOF LINE (ABOVE) ~ ~ ~ ~ ~ M ~ ~
I . _ e ~ r
_ 2~ 1~ "
~ . 4 H
_ I f; ,r. f; _r. ,1 U1 U ~ ~ _ _ . ~ _
I I I I ~ I I t,Zl ~.y:.., ry ,r i-. L a
N I• ~I I ~ - _ I : - . ROOF OVERHANG ABOVE
a , i I o L'. C , CONC. PAVERS ~
w~a I w~ I OVER COMPACTED SAND c~ GRAVEL BASE SEE LANDSCAPE PLAN FOR LAYOUT AND SPECS,
0 a N I r
I FACEOF STONEVENEERPLINTI{AE I i SNEERPLINTHABOVE ~ . I. _ ~ L; ~ ~ ~ o . _ o..
I I N SL PE 1/41FT.., I ~ V ~
N ~ I SLOPE FOR SLOPE FOR I CONC, PAVERS OVER GRAVEL & SA JER GRAVEL & SAND BASE ABOVE ~ w . SLOPE 114 . , I ~ . ~ td
M PAVERS PAVER / I S I (SEE LANDSCAPE PLAN FOR LAYOUT 'LAN FOR LAYOUT a
24" X 24" CONCRETE FOLEVD~ ~ I ? ~ I W! 4 VERT, tl4 REINF, -SEE DETAIL S/A: CRETE FOUNDATION xl ° ~ . F, -SEE DETAIL S/A201 I I ~ ~..i
w ? W/ 3 HORIZ. ~S REINF, EA. WAY I JE EA. WAY ' - ~ _ Pot c~GCdd ~ _ _
w I I ad I i I o a I I STONE VENEER ~ ~ a~ A
_ : , _ _ ~ t7 I. _ ~ h _ STONE: UOLONIALBUF 2VARY
I I I INDNID AL STONE HT. "-10" -DRY o _ ~ LAID APPEARANCE WI HIDDEN MORTAR V ~
I ~ r.- I I I I
I I N I , . I 16" X 16" CMU PIER ~ 4)
~.._._J L'__~J I I iv _ ; W/ 4 VERT. t14 RE1NF.
- = 4" X 4" P.T. WOOD POST ABOVE 0
. ,ROOFLINFj:4BOVE)-
2' 4" ANCHOR TO CONCRETE PIER T 10" dia. TUSCAN COLUMN AIlVT)
FOUNDATION PLAN 2 FLOOR PLAN - coLOR: WHITE
1 ~ , SCALE: 1/4 =1-0'
10" DIA. TUSCAN COLUMN ABOVE PIER ~i KEVIN S
16" 4" X 4" P.T. WOOD POST ~j H 0 F F M A N
I (KERF CORNERS)
NATURAL STONE CAP ~ ASSOCIATES
~ 51/4 x 9 718 LVL BEAM ~'I a v (SLOPE TO DRAfN) ~ i
2 ao ~ 0 2 GROUT SOLID ~ l ~ ~i~ t
a i A~ 9Q ckv ~ 'ylry Vw~ I 12 Q "
l t ~ 4' SIA2 1 ' i_:~:.'' I Q POST ANCHOR GALVANIZED ~ a r C h 1 t 8 C t S
w ~ - SIMPSON ABU 44 4/A201 c
~ ~ ~ STONE VENEER '
.5 ~ a 2X12 R. Xl2R.R a STONE: COLOMAL BUFF• VARY 1NDIVIDUAL STONE HT, 2"-]0" ~ 6132 Johnstown Road HIDDEN MORTAR JOINTS (DRY LAID APPEARANCE) ,
Q t6" 0. \ 16" O.C. ~ r 2 a ~ 28 , New Albany Ohio 43054 16" X 16"CMU PIER ~ ~ telephone 614,775.6148
k 2 K v ~ 4x6x12 CMU • GROUT SOLID WI 4 VERT. #4 RE[NF, (1 EA. SIDE) ~ y facsimile 614.775.6148
N h 2 CONC. PAVERS :r~ , r.. ~ :
2/A4UI • OVER COMPACTED SAND & GRAVEL BASE ~t
I . 24" X 24"CONCRETE FOUNDATION " .q
~Q. ~J Wf 4 VERT. #4 REINF. (1 EA. SIDE) . ' " '
' tip' x ~ ? 2 2 x 8 COLLAR TIE ~ ~ 2 ~ 9?r ' wl2lagboltsQea.ridgebeam ,R TIE #4 VERT. REINF. tgebeam 2 Lap 12"-Typ.of4 • • i••' ' ~ Q
N
5114 x 9 7/6 LVL BEAM I o COPYRIGHT 2006
3 #5 RE1NF. EA, WAY The drawings, specificafions, and
I other Documents generated shell
I remain the property of Kevin 9. Hoffamn Associates
I Incorporated and may not he used
POST/PIER WIND duplicated, or uttered without the
ROOF FRAMING PLAN PIER DETAIL PLAN UP LIFT CAPACITY; PIER DETAIL SECTION writtencoaseatoftheArchitect 4 SCALE:1l2" =1'-0" 1 1,084 PSF 5 SCALE:112" =1'-0" SC1iEMATIC
SCALE: 1/4 =1-0 I
DESIGN DEVEtAPMENT
CONSTRUCTION
2006.11.28
REVISIONS -
2007.01.12 1
2007.45,02 2
'P~E'OF 0
~ DAVI
PLANS & •
1 ~s SECTIONS
\ , •~0,~'~. RFC ~
F 6 • ~,,,ss~a A
~o~ SHEET N0.
A201
PROJECT N0.06KSH
-
1
M,titilil\l1l
ti ~ if h pei`1
„~®OOOOO~O p/0 ``I N 00 0
r~ z M `;~~~r
r~ r
~~m ~~~°p ~0~ o ~ e x a p~~,;
))~~0
~~lt pp Y(p4y~u~~401i4p ~ Y'N
FINIAL
18" (H) - TIE TO GROUND
- 12
_ B CN
as
~ -
ROOF B - ~ - - _ _ FARING _ _ ~ ~
- 30 YR. DIMENSIONAL ROOF SHINGLES 4-a ~ ,o
- . _ - = ON 15# FELTS -MATCH SHINGLES ON HOMES
ALUM, DRIP EDGE ~~~o
z'-I~" ~ ~
FINISH WOOD TRIM PAINT o`~~ ~
O,H, MATCH WOOD TRIM ON HOMES (WHITE
EXPOSED RAFTER TAILS PAIN .N
o MATCH WOOD TRIM ON HOMES (WHITE)
°i 10" DIA. TUSCAN COLUMN AWT)
COLOR: WHITE
i I NATURAL ST ONE CAP i I SLOPE TO DRAIN
I I ST N 0 E VENEER FLOOR LINE I I STONE: COLON ~M~~ r"'_l
IAI, BUFF VARY INDNIDUAL STONE HT, 2"-10" HIDDEN MORTAR ]DINTS (DRY LAID APPEARANCE]
S I I I CON I ( CRETE PAVER FLOOR
I I OVER COMPACTED SAND ~ I ~ ~ & GRAVEL BASE
I ~ n l ~ 24 X 24 CONCRETE FOUNDATION I
. ~ _r L - --1 SEE FOUNDATION PLAN (1(A201) 6 8 SEE DETAILS (5lA261)
ac4a ~Qaa. Qada a~ G~
daaa ~aaa. d~
a°c°. a?a' KEVIN S
"GANG" NAIL PL I
LEVATI ATE I I I ON l016DNAIL 1 2 TO FACE Rll7GE BEAMS (BOTH SIDES) I I I HOFFMAN
III ALE;1/4" =1'-0° FACE MOUNT JOIST I I HANGER I I ASSOCIATES
61M6 SON: LllS214-2 10)16D NAIL TO FACE RIDGE BEAMS; I I I D NAIL TO 'JOIST"' RIDGE BE 1 I
II ~
2 2 X 12 P.T, RIDGE BEAMS I I I II NOTCH "JOIST" RH)tiE BEAMS TO SEAT RdHANGER
architects
RIDGE BE AM PEAK CONNE 3 CTI 'ONNECTION DETAIL
SCALE; 1" = P-0" 30 YR. DIMENSIONAL ROOF SHINGL 6132 Johnstown Road
ES f ON 15# FELTS -MATCH SHINGLE ON 0 S New Albany Ohio 43054
12 9i! i S 2 2 X 8 P, ,WOOD COLLAR TIE telephone 614.775.6148
III 2 LAGS Q EA. END INTO RIDGE BEAMS (PAINT facsimile 614.775.6148
I I EXPOSED -MATCH WOOD TRIM ON HOMES TE))
y' i 1 2 112° PLYWOO " 2 ~ ~ ~ D SI~EATHING OVER S/S T•11 ] ' ul
~ ~ STAL COLOR: MATS SIDE ~E~, TO RAFTER ~ CH WOOD TRQd ON HOMES (NIIlT~
ROOF BEARING u ) In 2 X I2 P.T. ROOF RAFTER
j j Q 16" O.C. -NOTCH @ BEAM (PAINT E7~POSED
ul ) w ALUM, DRIP EDGE
2'•1%2
F INISH WOOD TRIM COPYRIGHT 2006
~ COLOR: MATCH WOOD TRIM ON HO MES (WHITE) The Drawings, Speci6caliens, and
EXPOSED RAFTER TAILS ofhar Documents generated shall remain the property of
Q COLOR; MATCH WOOD TRIM ON HOMES (WHITE] Kevin 3. Hotiman Associates Incorpomled and mey nut be used
a 10" DIA, TUSCAN COLUMN PAINT dupGcuted, or altered without the
COLOR; WHITE written consent of the Architect,
i NATURAL STONE CAP SCHEMATIC
I SLOPE TO DRAM
i FLOOR LINE I STONE VENEER DESIGN DEVELOPMENT
_ STONE: COLONiA L BUFF• VARY DVDNIDOAL STONE HT, ^ HIDDEN MORTAR JOINTS (DRY LAID APPEARANCE) 2 10
5 i I f CONSTRUCTION
i I CONCRETE PAVER FLOOR ( I ovER coMP 2006.11.28
~ C I ACTED SAND & GRAVEL BASE I I REVISIONS 2007.05.0
~ _ ~ I I 24 X 24 CONCRETE FO ~ _ r ? L - J UNDATION SEE FOUNDATION PLAN (ilA201)
SEE DETAILS (5/A201)
I ''rrtirtruu4grrl
`~1 \ ~N~Hq ~ 1 ``Aty,'~t~IOF p'''% ,'•••~H•f / ~~j~
~ DAVi
• ~STRUCT URE SECTION r
2 z i t . ;
41 41 '
• ..o• • : E~EVArION ~
~~D r~r R 64~• ~ ~.Rf~ T BLDG SECTION
ee~SION EN,?r~ 1 11 Ir
~'f~~ ~ / ~ SHEET N0.
r A40~
PROJECT N0.06KSli
_ _ _ _ L-
y~ti,,.1,1,11
"L~ e, r'1 iJ
db 8" ~ ~ M P
° " ~r a JJ~~,'","o " ~
"N "~~Cy~,~."'
~lllll'ti'ti~'~
Y~1
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS ~ ~
NUMBER & TYPE OF SPACWG OF
DESCRIPTION OF BUILDING MATERIALS FASTNER123S FASTNERS JOISTTOSH,lORGHU)ER,TONAIL 3•Rd U t%
I"z6'SUBFl00RORLESSTOEACH P•Bd 4'°~
i i JOIST,FACEN'AIL 2STAPLES,13%4"
I WfDERTHANI"z6"SUBFLOORTOEACH 3~8d
JOIST,FACENAIL 4STAPLES,134" 2" SUBFIDOR TOJOIST OR GIRDER, BLMD
ANDFACENAIL Z•16d ~ ~ ~ ~
SOIEPLATETOJOISTORBLOCKING, cad ~
FACE NAD, 16d 16" O.C. U) ~ ~ Q TOP DR SOLEPL.4TETOSTL'D,ENDNAIL 2•Ibd ~ (1~
STUDTOSOLEPLATE,TDENAB, 3•edOR2.16d ~ ~ N
DOUBLE 5TLT1S, FACE NAIL 16d 24" O.C. ~ ~
DOU'9LE TOP PLATES, FACE NAIL 16d 24" O.C. ~ ~ TOP PLATES, TAPS AND M'rERSECTIONS, _ _ -
- FACENAIL 1.16d
CONTINUI:nNEADER,TWDPi""i~$ 16d 16"O.C. }
_ ALONG EACH EDGE _ Q CEILINGIO'STSTOPLATfi,l0EN1!L 3.8d
CONTINUOUS HEADER TO STUD,
TOENAIL 4•Bd
CEB•BVG 101ST, TAPS OVER PARTITIONS, FACENAH• 3d6d •
DIMENSIONAL ROOF SHINGLES CEAdNG 1D16T TOPARALLEL RAFTERS,
' ON iSk FELTS n n FACENAD• 3.164
112 PLYWOOD SHEATHING OVER Sl8 T-111 2 X 12 P•T. ROOF RAFTER RAFrERTOPLArI~TDENAQ. 1.164 Q 16" O.C. • NOTCH ~ BEAM & RIPPED TAIL 1" BRACETO EACN STUD AND PLATE, ZBd
'I INSTALL T•I 110A00VE SIDE DOWN (PERP, TO RAFTERS)
~ 1 X 3 FINISHED WOOD TRIM PAIN I SIMPSON HURRICANE STRAP FACENAD, 1STAPLe6,l3%4^ "zb"SHEA'FHINGTOEACHBEARING, 1•ed Q
COLOR; MATCH WOOD TRIM ON HOMES (WHITE) FACENAIL 25FAPLE5,13i4" ,LL E V I N 1J
1 X 12 FINISH WOOD BEAM WRAP PAIN 1 X 3 FINISHED WOOD TRIM PAINT I"z6"SHEATHING TO 1•Bd
COLOR; MATCH WOOD TRIM ON HOMES (WHITE) COLOR; MATCH WOOD TRIM ON HOMES (WHITE) FACT NAB, 1 STAPLES, 13x4" H 0 F F M A N WIDERTHAN 1"z6"SHEATHINGTO YBd •
2 X P,T, BLOCKING PAINT ; 2X P•T.DOUBLETOPPLATE EACHBEARmG,FACENAa 4STAPLES,l3i4" ASSOCIATES
~ COLOR; MATCH WOOD TRIM ON HOMES (WHITE) BUILT•UPCORNERSTUDS 16d 24"O.C.
ALUM, DRIP EDGE I ' ' ~i _T~X P.T. BLOCKING 32"o~c.ArtoP ANDBOTTOMANb ~ d °1
f~ BUILT•UPGIRDEAANDBE4MS 160 STAOGERED'fW'0
I X 2 FINISHED WOOD TRIM PAINT 1 X 12 FINISH WOOD BEAM WRAP (PAINT) 2oaArENDSaND
COLOR, MATCH WOOD TRIM ON HOMES (WH1TE COLOR; MATCH WOOD TRIM ON HOMES (WHITE) AT EACH SPLICE a ~ C h 1 t e C t S 1"PL4ir7,S 1d6d ATEACHBEARING
t X 6 FINISHED WOOD FASCIA PAINT ~ 1_X FINISH WQOD BEAM WRAP (PAINT) RooFRAerEASroR1DG~vALLFYORHIP
COLOR, MATCH WOOD TRIM ON HOMES (WHITE) COLOR: MATCH WOOD TRIIvI ON HOMES (WHITE) R4FIERS; Tt1ENAB, 4.16d
EXPOSED RAFTER TAILS • NOTCH PAIN MATCH COLUMN WIDTH BELOW CAPITAL FACENAIL 3•l6d 6132 Johnstown Road RAFFERTIESTORAFTERS,FACENAfL 3•ed New Albany Ohio 43054
'I COLOR; MATCH WOOD TARvi ON HOMES (WHITE) 2,-11„ 2 SPACING(3)OFFASTLVERS telephone 614,775.6148
i i 4" X 4" P.T. WOOD POST DESCRIPTION N'TERMF.DIATE
I KERFEDO}?ASNECESSARY DESCRIPTIONOFBUB.DAIGNATERIALS EASTENER23S BDGES SUPPORTS facsimile 614.775,6148
I i 10" DIR. TUSCAN COLUMN PAINT)i " " PLYWOODANDPART1Cf.EBOARD,R00PANDWALLSHP,ATHINGTOFAAME " 3%16 • lit 6d 6 12
COLOR: WH]TE STAPLE 16 GA
19132"•3'4" BdSD100THOR60DEFOIVMED 6" 12" 7;B"•1" ed 6" 12"
IVBz•I1!4" lpdSMDOTHORSdDEFORMED 6" 12"
y OTIIER WALL SHEATHING (7j
E'2"P®ERBOAADSHEATING(b) 111!"GALVAN'IZEDROOFQVGNAq. 3" 6" bdCOMMONNAR. COPYRIGHT 2006
U STAPLE 166A 1111"TANG
I 23132"FIBER60AMSHE4TING(~ 13f4"GALVANIZEDRODFWGNAD, 3" 6"
SECTION DETAIL BdCOMMON NAR• The Dtawinga, Specificafions, and other Documents genereted shell STAPLE 16 GA 1 II1"LONG remain tBe property of
3 1~2"GYPSUMSHEATI~JG Iln"GALVANIZEDRODFINGNAR 4" 8" Kevin S,HotTmenAssocietai
i SCALE; 1" =1'-0" 6d COMMON NAIL [ncorporeted end may not be used
i STAPLE 16GA, I In"LONG duplicated, or altemdw(thout the written consent of du ArchittcL
'I PARTICLEBOARD AODF AND WALL 6d COMh10N WAIL b" 11" sHEATHING ~n6"• la" SCHEMATIC
S%B"•3%4" BdCOMMONNAB" 6" 12"
I STAPLE 16GA 1 Irz"LANG DESIGN DEVELOPMENT
PLYWOOD AND PARTICLEBOARD, COMBLVATION SUBFLODR•UNDERLAYMENT TO FRAMB4G 3!4' AND LESS 6d DEFORMED 6" IZ"
i r6"•J" aaDEEDRMBD e' Ir' CONSTRUCTION
~i ]I!B"•1114" IDdSMDOTHOR 6" 6" 2006,11,28
I BdnEFDRMED REVISIONS
1 ALLNAHSARESMOOTH•COMMON,BD%ORDEFORMEDSHANKSEI(CEPTWHERE OTNERWISE S1AT®,
2 NA1L IS A GENERAL DESCRIPTION AND MAY BE T•IIEAD, MODIFIED ROUND HEAD
i OAROUND HEAD,
~I 3 STAPLES ARE NO.1S GAUGE WIRE AND HAVE A MPlA4UM 1116 INCH O.D,
CROWN WIDTH. 4 NAILSSHALIBESPACED.4TNOTMDRETHAN6QJCHESO,CATALLSUPPORTS
i WHERE SPA.VS,4AE 48 MCHES OR GREATER,
e rur"namronrrAerr"¢ocnemnocnennrn~~n:rrN"~eunrn,iri~mcn
J IIW IVIIWW\Vf llLll WLIW IU:~/VIN.YI Vl1 \IVI111W.1N1\~IVI Ii\VLVULY IN THIS TABLE SHALL BE BASED ON VALUES SET FORTH IN TABLE NO,R-402,3a(1) SECTION DETAIL
I I 6 FOUR-FOOT BY 8•FOOT OR 4•FOOT BY 9•FOOT PANELS SHALL BE APPLIED VERTICALLY.
~I 7 GYPSUM SHEATHING SHALL CONFORM TOASTMC79LISTED INSECTIONS S•26,402, & FASTENER
FIBERBOARD SHEATHING SHALL CONFORM TO AHA 194,1, ASTM D2277, AND ASTMC208LISTED INSECTION S•26.402, OTHER SHEATHING MATERIALS SHALL
I SCHEDULE BE APPROVED BY THE BUILDING OFFICIAL.
SHEET NO.
A601
PROJECT NO.06KSH
I
-
1
-
~II I I ~ - MATCHLINE THIS SHEET I
Ex. R/W DUBLIN,` NIO THE CITY F Q I ~u ill I i F I
I D 234 AC. `
. J06~ O.R. 13 4, PG ~ _ - I ~ ~i III i i
_ - - - II I~ ~ ~ !
- - E P R 30~ 83
~ ~ d 07"5800 II II ~ ~ I . II II •
~ ~ \ L = 4294 I I 11 IIl ~
II I I
Ch m 4291 _-'_.1~ .RSA ~ S 61"1340 E N I II II j ! I
_______._--3- CAMBERLANE ASSOCIATES ~ II II II I i j
SEE N0~ _ ~ ` cc-~_ e 1 ORIG. 2.024 AC. _ _ Prop. Fen c i D.R. 11732 PG. E 17 ~ ` ~
~ j I
I ~S 03 54 20 E P.N. 273-oo2ss ~ ack ~ i ~ ~ II II I I ! o
60 B~i~irJQ~p9~m~nt~.~ 53.90 II II , I ! ~ ~
S 88 0720 W __1~8~59--- ~ I ~ , I - v rye \ ~ II I; I ° ui I II ll i II i it ~ c
I I I ~ It u I I i ~
10 Pavement Sefbock ~ I I ~ ~ ~ ~ ~ I I SCALE.• 1" = 40' I II III I i I ~ o
I ' h Setback I ~ 130 8 9 , \ ~ 0 40 80 120 I~ ~I j l I O O
I l O f v I ~ I II
^ W I ~ ~ ~ ~ ~ ~ ~ III II I 1 ~ N GRAPHIC SCALE I I~ III ~ ' II
~ I f0 Pavement Setback 7 ~ ~ ~ ~ ~ ~ O
I o I N 03 54 20 I W II ~I ~ I I I
~ I 193, 46' ru ~ `~o ` o . ~ ~f' ii Ili ~ i i i
~1 ~ o I I I q ~ ij
^ I N I I 3 Rrop. 8 . y, ti
I t~ As~olt P h ~ ~ ii p 1 ~ PARKLAND I
~ , I ~ II it I~! SEE NOTE j
I ~ Setback ` 30 Burld~ng N \ ~ ~ ~ \ \ \ ~ I II II I~ Ex. Retention I
I ~ II I Bosrn I
d = 1429 9 ~ ` 16 rJ = I ~ ~ e R 358.0,0 ~ PARKLA~ . II I I
' Setboc L 90,55, 8 . ~ I II I~ I 30' Building Setback j
^ I i 30 Bu~ldtng R ~ 9 S,EE NOTE ~ ~ ~ CH =90.30 4 X95 ` I ( ~SO ~ ~ I II ~ j \ I I ~
Le 'Pavement Setback N 82'58'5 "W ~ 10 ~ o~ 10 ~ 1 , cy , o ~ ~ , ~ ~ ? III II 10' Pavement Setback /n~ pro . 4 0'
I ft I N ,s,~ a i ~ I I 3 , 32 ~ ` _ - ~ I II•y~~ V Asphalt Pdth
I I =.___~®am~_^vsJ 02,3 ` ~ ~ _ ~ ~ ~ I II III I
~ v ss ~ ~ ~O • ~ 620E 3 2.49.- - ~d C •0 lst S r ~ ~ N ~ F ~ I I II II I i
_ ~ _ ....y. _ _ 6j. S d 0~,~ 6 09,0 A \ ~ + ~0 \ I ~ Ili III I ~ i'
110 s~`j ~ 'g'--~ ~ \ ~ ~ III o I ~ ~ ~~'~y 16,• °,o ~ I of ~
~ r ~ 9 _ 54 N A ~ ~ ~ O. q: 9 - _ 1j ~Y C'
.:~3 .:.:.:.:.:.:.:..7; ~ I I I~I--~ ----_--2~- ti s ~oo~o, ti---~\ IIII II
, ---~6.0 ~ \ 'll ll I Pro . ' ~ ~ VI II 1 P
Bench ~ ~ /a. o`P ~ ~ t II II
L.............. I , i I ~i l
~ I I, ~ ~ ~ I ~ li
I E ~ ,9~.- l 'f'F F ~ ~ I~ ~ s~ s NT
U N m E I E 16~ A~ Q i ti
~ ti ~ . ry I III I S ~7b6'59" W '383,00' I I
.02 ~ o ~ ~ Il I---- f•a. ~ ~ ~ -------k------~------------------- .
F':E:905:: F:E;:9t?5:1 ~ 5;2~ ~ I I ~,F, 94,7 , + F` oo .s o ~ ~ ~ , I ~ 00~~/~~S9F n~,4~ vl I` II ~ _~_-v..d-.._-.__-._o-ve__-_®m_...,_.-.~- ®v I
I I ~ • s ^ I I D ~S `',yc ~ rnl ~ ~ I \ ~ I ~ I
• ':S 1 .s~ I ti I \ I tis ~ o I I I I~ I
ES . I I ~ I PERIMETER A, LTD. I
T: 44,... .o. , n s I .~.F~.906. , ..9. 1 Co c ? ?
I I ~;~'9a6',~ n .Walk Typ. O st 6. ' 0 ~ :.I::::,~:::.~:,•. ~s ? ~ ZIE LANE `~~p`~A~ , I 1 _ ~---N II 4, 230 AC. I ~ I I I ~ I INSTR. 199811190298745 P.N. I
PHASE I ~ E } IIll I II 273- 009872
I I E ~ ...............1 I I ~ w , , , •
- .s I I , r•• /I I
:~:7: I I , . i / I ~
1 I ~,5,0: , ;.9~: :I: ;•:2. :~i:~; ~~J tf:3. •.1 . . , ~ ,.oA~:;, n n
.,..4~•..,.. I i ..............J ....J , . • 4" Paint Stripe ~ Indicates Mailbox Cluster Locotion.
I t f• .905,E ~;~~;,~f~.$ ~:F.;:9a6:~ r' • ~ . . ___T_ ~ ; ,
/ 30 ulldm Selb.ar..lc______-- _J I L__ ~ ~•X1'~.,~~:~:~:~~ g- - I'
10 Povement Setback • • • .0 •
I .1 ~ 0 _ v _ o f •
~I V Ex. R W 8 fib: ~~b~i'i'''' 2 Pavement Surface "
''~~p'~~~~~ 5/8 Rebor, Drive into
- - _ ~CLT.Y.l~'.~111a!` = = - _.Ex. R W ' ; ~ , 0 .7~ ''•~~f ~ ~ ~ N Asphalt Min., 6" from
L~: ~J / / \ • 6 .804 AC. ~ ~ I ~ ~ ~ end. 2 per Block
INSTR. 99911190289555 ~ \ ~ 1 h • ~ ~ W (Countersink)
I F/C 466, 26 \ • ~ • ~ . ~ ,`~:;~:1~'li ~ ° f0" x 6" x 6'-0" Precast ~
~ ~ ~ ^ r _ ~ ~ - - _ _ prop ~ ~ . - •.9 , 01 ~ oncrete Parking Block N ~
- - to ~ ~Renz~e ~ ~ ~ 9 - 5 0 ro \ ~ ~ ~ ~ cn ~ ~j\/\j \j\j\j\ ' h v, ~ N
~ ~ ~ ;
~ Edge of Pavement 1.5
~ ~ rop, Fence 4 e g g B e s ]S• m ~ PLAN SECTION
, ~ rop. Wall ( S R = 330.00 ~ • 6~ s s~~,
WAL T HOLDINGS LLC ! M ` ~ \:'•:::::::•:•:•:•:'~~9';,;;,,,,,,,,,;, 2 6 I L S EE d_ 86170 05 ` F 0 s S 4
n 2.374 AC. ~ ~ ~ ~ ~•1•' ; 4• • ( S. W t _ 495.33 ~ \ ~ ~ ~ , 0 ~ ~ O• s~ ~ N o CONCRETE PARKING BLOCK DETAILS
INSr 199911190289558 ~ ~ ~ ~ ' ~ ( / ~ d P. 273-010195 Ch -450.12 ~ ~ \ ~ No Scale •~~~3 ~ ~ti OF NOTE.'
~ ~ ~ (g ~ oo ~ FO Prop. 4.0' ~~P;:~""'•~•~•"'"•~~yo Note; All dimensions nre to back of curb or See Sheet 10 for Details
N 48 52 38 W ` ~ ,n ~ ~ o Asphalt Poth 1, ~ ~ AcY edge of pavement unless otherwise noted and Pavement Sections.
~ ~i,~ I * ` uoM • ~
~ ~ 3 S ~ f S 56 52 40 E s S 33 39 ,~5 E ~ , ~ ~ 9~ F ~ O ~ E-48648
6. 0 3.50 ~ ~ ~ ~ S ~ N \ ~ ? „ 6 \ ~ \ \ ~F ; .~'cr~~:'' Darcy A. Dom N Ohio Engineer No. 48548 Date
~ ~ ~ N 7337 J8 E ~ ~ ~ :-~,:••s:::.:::. S
h 2 S 330720 W ~ • \ ~ ~ ~ 7i x S F Oj. 5.92 \ o ~ °~:9• g ' 9 2 ,9 M ~ 14.17 ~ ? ~ ' ,.Q~;::.:. ~ ~ ~ •o ~ I sS,~NAI ~ REVISION f: 8-1-06: Revised mailbox
~ 3 S 56 52 40 E e N 56 20 0~ E ~ o ~ ~ o,, j locations.
8.72 14.02 \ ~ 0 9a ~ ~ y ~D ~ ~ REVISION 2: 8-25-06: ReV/sed walk lo~rout at
~ ~ , o PARKLANv d ~ 55 W s 33 39 ~5 W ~ ~ ~ F I rear of Club House, Club House shown in
4 N 33 39 , N Y ~ ~ ~ ~ ~ ~ sEE NOTE d ~ 1.93 ~ \ ~ g~ ti` ~o 3.58 ,1 ~ ~ , ~ 2 3 , j as-built location. i
I ~ ( ~ I CODED NOTES ~ REVISION 3: f-15-07: Added outbuilding at
Y I 5 N 56 20 0 E ~o N 56 20 5 E ~ ~ ~ , ~ S~ A' sr>,o•O4 ~ ~ 4 ~ d I ~ v1 o j southeast corner of Wall Street and Kenzie Lane,
11.00 2, 78 1> > ~ 9 'h , ° ~ ~ , ~ ~ ~ ~ . I , 1 9 I Proposed sign location to be field verified os Q4 REVISION 4: 4-2-07.' Modified parkland i not to conflict with existing utility locotions or property line and condo property lines. Revised
I~ Dc 9 , ~ a 11 Dc d~ o, t~ Ex. Retention j signage setbocks prior to construction. Separote boardwalk, wolka, walls and patio at club house.
v , 11 9 v4 ~ 1 £ Bosin I ~ ~ ~ j y sign permits are required prior to construction. Modified walls and walk at out building at Wall
/ ~ I ~ ~ ~ v 1 ~ II ~ ~ ~ j ~ Street & Kenzie Lane.
z 1~ 2 0' !l•'S' r ~S~ 1 NO RE.' PARKLAND 1 ~ I 8, E ~ ~ j N L`J Drive opproach to be per City of Dublin Std.
v 1 I ~ 3 L ~ •so~ 3 I 11 , ~ ~ ~.o~ j Owg. 603.1-96 & requires inspection.
o I Pr or to occupancy permit the parkland shop be 1 I Il 3 OOHS W
N ~ deg icated to the Cif of Dublin. Porklond shall 1 I 11 n' 'pj O O>,A' y I ~ I be mointained by the condominium association. 1 I 1, I ~ I ~ Asphalt Paths shall be constructed per City of C. BIRD & R. J. BULL, INC.
a 1 II ~ 1~ ,9• I I o I t Dublin Std. Dwg. 403.1-96. ENCINEBRS /SURVEYORS COLD BUSUGH 0 C43235LLEBRD. 761.18 I
1 O r. I I 14 X 4 st. 's I ~ Gravel Paths shall be 6" of Compacted
o I I II efte ~~j ~ i ~ Aggregate Item 304. DUBLIN,. OHIO
o I I ~ ~ 6+55'' i
N I I I I I _ 7 .n
a I j I C;S, ~v 1S ` I U t urv nuffly iv Uv (.UlNCruGICU Ncr city yr uuvuri
41 u I I I v' p. Std. Dwg. 604.1-96. Requires inspection. STAKING PLAN
O Type "G" Curb Ramp per City of Columbus Std. FOR
s i? D wg. 2319 Dr. A.
-a I I ? O I I ? ti st p9 'Frop, THE VILLAGE AT COFFMAN PARK
J h O Bench V Small post mounted address sign per Architect's detail.
y ~ I II ?
it v 1 ~v See Structural Plans for Boardwalk detalls.
? I I F MATCHLINE THIS SHEET ®®~®~I~'~ 2 SCALE. 1" = 40' JOB N0. 11 I '
' ZWN. JF8 CKD. DAD DATE.' 6 15 06 00-027 13