07201694 Permit Filev
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(D
. ' • Division of Building Standards
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: Vfl DD 614/410-4670
Inspection Line: 614/410-4680
CONDITIONAL APPROVAL AGREEMENT
This agreement made and entered into by and between P'?l- J??B?? ?..?l-_ .._.___ _- __
(Proje Manager eneral Contractor)
Herein after known as the Project Manager/General Contractor, and _
(Owner/Occupant)
Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter knovvn as the City, who
mutually agree and covenant as follows:
1. The Project Manager/General Contractor, who is constructing a new premises at:
., ff a ? /" LO,a ?-,C?
Building Permit No. 07-o20166:4 , has 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 lmown as the Code, and therefore additional final inspections
cannot be approved.
3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project
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, aze
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) 3, G" l. and 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
Conditional 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 responsibilities 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 Owner/Occupant accepts the responsibility for the complerion of those items
shown as incomplete, and recognizeS that the City may revoke the Conditional Approvat
ADUBLINDATA PER SERVER\PER\PER\THOMEWNOEFICE\WP\DOCS\DOC\FORMS\CONDI'fIONAL 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 compliance with this Conditional Approva]
Agreement.
The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by
accepting this Agreemeni 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.
The Owner/Occupant aclrnowledges that he is under no obligation whatsoever to enter into this
Agreement, but that absent this Agteement, Conditional Approval to use the property will not be
granted.
9. This Conditional Approval Agreement will serve as the Temporary 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.
1 P ? ?Ct-
Proj'ect Manager/General Contractor Date
(Please Print)
1)9t,, ?k
Owner/Occupant Date
(Please Print)
_ ccepted - Ci f Dublin Date
?
CPr' ct Mana e al Contractor (Signature)
erJOccupant (Signature)
\\DUBLINDATA PER_SERVER\PER\PER\THOMEWIOFFICEIWP\DOCS\DOC\FORMS\CONDITIONALOCCUPANCY
AGREEMENT.doc
Page 2 oY2 Updated 4-02
, . CITY OF DUBLIN
Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016
Inspection Requests: (614)410-4680 Telephone: (614)410-4670
SUBCONTRACTOR DISCLOSURE
Application Number: 07-201694
Project Address: 5821 GLENDAVON LP
General Contractor: P& D BUILDERS LTD.
Telephone: (614) 431-2005
All registrations must be current through the issuance of a Certificate
of Occupancy, including insurance and all applicable State
Certifications.
TYPE ' NAME
VATION I
ELECTRIC •
HVAC
I"
DUBLIN REG. # (required)
- '4 ;?? _ I "`1
.
I PLUMBING I
CONCRETE I -
cX( vR6
G, 5s -- .-Z(C _1
ILANDSCAPING I i?_ I
ITARY SEWER
?-?--
?`?
The General Contractor is required to provide a completed copy of
the above information to the Building Official at the time of the
Certificate of Occupancy inspection.
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Phone: VITDD 614-410-4600
Division of Engineering Inspection Line: 614-410-4680
Fax: 614/761-6506
nn NnT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INrVrsnnAl ivrv
t
Appiicant: ?
Company:
Site: G- G'I c"W" "
(Provide Detail Plot Pian of Lot)
Lot No: 4?' Application No: ?' ZQ1b?4' Subdivision:
? No Violations/Inspection Approved ? Violations/Disapproved C?Approved For Conditional Occupa_n?
? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm)
(Ord. 28-98, Sec. 97.38) ? 11. Rebuild Manhole Throat (Sanitary/Storm)
a 2. Improper Approach (Ord. 59-74, Sec. 51.04)
(Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading
? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040)
? 4. Adjust Intet to grade ?13. Clean StreeUClean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
/
5.
1
Erosion Control/Sod or Seed
(O.R.C. 723.011)
(Ord. 40-98, Sec. 53.090 (G))
?14.
Adjust Watch Valve to Grade
a 6. Replace Damaged Asphalt (Mainline/Fire Hydrant)
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
a B. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged Sidewatk/Bikepath
(Ord. 35-74, Sec. 51.04)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As BuilY" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
a18. Remove Erosion Control Measures
( "
??tv?tJ ?+-?- -
Comments: t?i?5 b ?v r?lQ r t h(e %
,J?:>000,
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector:
Re-Inspection: ? Approved ? Disapproved ? Conditional
Inspector:
WHITE - Site YELLOW - File E 304 rev. 12/04 PP
Engineering Final Inspection
CITY OF DI.IBLIN
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 THIS SHEET FROM SITE
NOTICE OF INSPECTION
Inspection Type (? azvPjwy Application # 7 17-C1644 Date
The undersigned inspectors checked your property at ?Q;.j tUWD&'pN a - _
for compliance with Building Code. Any violations listed below must be conected within days.
/iw......r1n.rs4 4PA A17"?'J Q- ?_l D?9-VS ?i 6-ivl Om-l? Ct' RlS 195A`nf}1i _
VIOLATIONS
v O)QUNT tgf 5?'1'V.a0
? APPROVED ? DISAPPROVED BY &'m t Af--_
?ONDITIONAL
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CITY OF DUBLIN
DIVISION OF ENGINEERING
ADMINISTRATIVE POLICY AND PROCEDURE
Subject: Final Grading Inspection of Single Family Date Initiated: 1/1/98
Residential Construction f Last Revision Date:
Policy No: 98-027
Page 1 of 1
FINAL GRADING INSPECTION OF SINGLE FAMILY RESIDENTIAL CONSTRUCTION
Effective April 1, 1998, grade stakes must be set by a Registered Land Surveyor or a person sufficiently familiar
with surveying, on a11 residential lots, at each point where a proposed elevation is shown on the approved site plan.
Each grade stake shall be clearly marked with the proposed elevation of that point, and a reference mazk either at
the proposed elevation or an even 1.0 foot cut or fill to the proposed elevation. Additionally, the Builder shall
provide a copy of the approved site plan, corrected to reflect "as-built" conditions. Approval of this document by
the City is a prerequisite to final approval of the lot grading inspection. This copy shall contain the following note
and signature:
I hereby certify that the grade elevations sh wn on t?is plat are he result of an
"as built" surve ed on ?Z/ ?aJON
Builder's Signature
The grade stakes must be in place and undisturbed at the time of final Lot Grading Inspection. They may be
removed after grading has been approved by the City of Dublin. The Builder is responsible for ensuring that no
change is made in grade until after a Certificate of Occupancy is issued.
Approved:
U
Director of Engineering/City Engineer
3116( iRlf
Date
PAPASMENG\ POLIMENGPOL.027
CITY OF DUBLIN
*** CUSTOMER RECEIPT ***
Batch ID: 9/22/08 Ol Receipt no: 18072
Type SvcCd Description Amount
2007 201694 BP BUILDING PERMITS
Qty 1.00 $5300.00
P&D BUILDERS
Tender detail
CK Ref#: 21202 $5300.00
Total tendered: $5300.00
Total payment: $5300.00
Trans date: 9/22/08 Time: 8:27:08
THANK YOU FOR YOUR PROMPT PAYMENT
23..202
TIiE HUNTINGTQN NAT1olilCL BAt!IK
F??L,AWARE, OHIO 43615
P de D BUIL[iERS, L7D. 25-2/440
47 SUUTH LIE3ERTY STftEET 9/17/2008
POWELL> OHIO 43065
•UI1.DEP6 LTD. . .
PAY 70 THE City o# Dublin s'"*5,300.00
r ORDER OF ?
Five Thousand Three Hundred and oo(?oo**************'?'?'??****'?'?**'?'?'?**'?'?*???'?***?***?'?'?*'?****'?*'?***?**
DOLLARS
, Gty Ofi DUbIl1l TWO SIGNATURES REQUIRED
- Building Standards Division FOR AMOUNT OVER 100
580o Shier-Rings Rd
Dubiin, OH 43o16
. ' 842 landscaping bond
?i'0 2120 2ii' 1;0440000 2411: 0 189 2040 3 3 2i0
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Inspection Inquiry - Results Comments - CITY OF DUBLIN
l1V16M PUBLICSEGTOR
NaviLine
Inspection Inquiry - Results Comments
Parcel Number:
Property address:
Application, structure number:
Permittype, sequence number:
Inspection type, sequence number:
Inspection status, date:
274-001244
5821 GLENDAVON LP FRANK
07 00201694 000 000
BRES OD RES BLDG PERMIT
P21 0001 BLDG OCCUPANCY
INSPECTION CaMPLETED 9119l08
inspection pending the following items:
1. Engineering has approval for conditional only with bond
amount of 5000.00
2. Approval and sign off from CBO with conditional fee
amount
' VON I
' 'Y ExR I
' Cancel
MW
5800 Shier Rings Road
Dublin, Ohio 43016
CITY OF DUBLIN
Phone: V/TDD 614-410-4600
Division of Engineering Inspection Line: 614-410-4680
Fax: 614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINTALL INFORMATION
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? No Violations/Inspection Approved
U Vialations/Disapproved
For Conditional Occupancv
?i4. Adjust ManMole to grade (Sanitary/Storm)
? 11. Rebuild Manhole Throat (Sanitary/Storm)
(4rd. 59-74, Sec. 51.04)
?12. Improper Grading
(ard. 7-75, Sec. 150.040)
?13. Glean Street/Clean Sidewalk
(flrd. 7-75, See. 150.039(J))
(O:R.C. 723.011)
?14. Adjust Watch Valve to Grade
(MainlinefFire Hydrant)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
'4"'?4 5. Erosion Control/Sod or Seed
sft-" (Ord. 40-98, Sec. 53.090 (G))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged SidewalklBikepath
(Ord. 35-74, Sec. 51.04)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Comments:
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector:
?- f8-J$
,,oo"k,iRe-Inspection: w(A-p? proved ? Disapproved ? Conditional
Inspector: Date: 10- 3-08
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
Applipant: LL<«e(3 Company:
site: ?s 58 2.? G Lap
(Provide Detail Plot Plan of Lot) ( L
Lot No: 4Cl`?" Application Na: ?' ?G? ?14" - Subdivision: `.?a ?tQ ?-CA e, 61?
LlQHDMQRK SMRMCV OROMp9 MORPOo M`D
2099 WEST FIFTH AVENUE, COLUMBUS, OHIO 43212
PHONE: (614) 485-9000 FAX: (614) 485-9003
ORDER NO. 3951 -08-C
DATE: 9/2/oa
AS-BUILT SURVEY
CERTIFIED TO P&D BUILDERS COUNTY FRANKLIN
LOT/SUBDIVISION 484 BALLANTRAE SECTION 6 PART 1 CITY/TWP OF DUBLIN
ADDRESS 5821 GLENDAVON LooP SCALE 130' DRAWN BY: BKG
P.B. 108 PAGE 91 BUYER LENDER
?
LENDAVoN- PACE-=
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124.33' e3C a.'? -
Z' SIDEWALK ESMT. \
- - STM.
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TC=937 8 20' DRAINAGE ESMT. ?
25'
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GRUNDEI =
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XXX.X PROPOSED GRADE
XXX.X EXISTING GRAOE
CERTIFICATION: WE HEREBY CERTIFY TO THE ABOVE NAMED PARTY(S),
THAT THIS PLAT DEPICTS THE SUBJECT PROPER7Y IN ACCORDANCE WITH
THE OHIO ADMINISTRATIVE CODE, CHAPTER 4733-38, MINIMUM
STANDARDS FOR MORTGAGE SURVEYS IN THE STATE OF OHIO, ANO IS
NOT A BOUNDARY SURVEY PURSUANT TO THE CHAPTER 4733-37, OHIO
ADMINISTRATIVE CODE.
9/2/08
SCOTT D. GRUNDEI, P.S. DATE
REGISTERED SURVEYOR N0. 8047
This permit form is provided by the Building Industry Association of Central Ohio as a pubiic service.
? . APPLICATION FOR BUILDING PERMIT
THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE
?
ISSUED IN OHIO UNDER AUTHORITY OF:
0 Bexley 0 Groveport 0 Westerville
0 Columbus 0 Hilliard 0 Whitehall
((Dublin 13 New Albany 0 Worthington
• Franklin Co. E3 Powell 0
• Gahanna 0 Reynoldsburg O
0 Grove City 0 Upper Arlington 0
`
Zoning District-?? Date.
Dwelling or Bldg. Permit No.V ?" Z-
Plan No. Addenda No.
BUILDING LO?
Has deed for this lot been recorded? ?`q YES 0 NO
If answer is NO, approval of Planning Commission is necessary
before lot can be recorded.
1. IDENTIFICATION
OWNER'S NAME
BLDR./CONTR. NAME I [I
ARCH./ENG. NAME I Y 1
STREET ADDRESS CITY2IP
?& I
41065? 6iq ?E
tt (? ` ?
Lot
2. Street and number location ??? ? ???=-?1? ? f??? ??P Number_q_v? Acres
. A. N(5E W side of C,1 t ?5? 19Vw?- 1.[?2 [3 Private St. Sq. Ft.
g feet, N S E W, from intersection of r'k1 ??"S?--Z ? -
3. Subdivision Township__?p `? Municipality ?,"x?? ???
Nearest Major Intersection ??-?f-z- ("' ? + ALK'?
?
4. County Auditor's Taxing District
Parcel No. a:N - UQ14L?f """'
2nn
- /?300
?„ - 800
C9 vv
IJ _ 1g7
A. TYPE OF IMPROV NON-RESIDENTIAL •
Building ? Repair, replacement ? Church or religious ? Swimming Pool Plan Exam.
13 Industrial 0 Parking Garage 0 Office, Bank k Other
tAddition-Alteration ew
[3 Other El AccessoryGarage 0 School E3 Public Works TOTAL
B. O NERSHIP 0 Other
BUILDING C NTAINS
Private E3 Public (Federal, State, E. PRINCIPAL TYPE OF FRAME
[3 Non-Profit Local) 0 Masonry (wall bearing) 0 Structural Steel 3 Gross Sq. Ft.
C. CnsT (Omit Cents) $ ??? (?uj•?0 V, Wood Frame 13 Reinforced concrete LivingArea
D. TYPE OF USE [3 Other Sq. Ft.
RESIDENTIAL F. F HE TI UEL
Garage
10 One family 0 Two family 0 Three family Gas 13 Electricity
Other BUILDING DIMENSIONS
13 Four or more family.
E3 Accessory Garage [3 Swimming Pool G. TYPE OF SEWAGE DISPOSAL
C3 Other 164 Public Sewer 13 Private system
Total No. of Bedrooms: t H. TY E F WAT R PP Y
Bathrooms: W'z Public E3 Private (well, cistern)
Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public
property, and tents.
Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy.
The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining
to building and s, and to construct the propo ing or structure or make the proposed change or alteration in accordance with the plans and specifications submitted
herewith, a certify tha e infor d stat n give n this application, drawings and specifications are to the best of their knowledge, true ancd correct.
Appllcatlon b
wner's or Agent's Signawre Address 4 7
DO NOT WRITE BELOW THIS LINE (Office Use)
(.? APProval: Date Isufng A orftles ApprovalDatePlan Examiner' s A roval: //D? ? P? _ L.'ate?-IZoning ??....s.,?.e
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number .. ... 07-00201694 Date 2/20/08
Revision number . . •
Property Address .. • • • • 2
.... 5821 GLENDAVON LP
Parcel Number: 274-001244
Alternate Address: BALLANTRAE 6-1 #484
Application type description RES SINGLE FAMILY DETACHED
------------------
----------------
Application desc
sq ft 5317
-----------------------
--------
----
Property owner . . . . . . .
P & D BUILDERS LTD.
Contractor . . . . . . . . .
------
. . . . RESIDENTIAL BUILDING PERMIT
-----Permit . .
Additional desc . .
..
00 Plan Check Fee
500
.
00
Permit Fee ....
t
D .
Valuation . . . . 0
e . . . .
a
Issue
Expiration Date . . 8/18/08
Qty Unit Charge Per Extension
00
140
BASE FEE .
9.00 40.0000 RES BLDG PLAN REVIEW 360.00
---
------
, . . . RES HEATING, VENTILATING, A.C.
Permit . .
-----
Additional desc . .
..
00 Plan Check Fee
230
.
00
Permit Fee .... .
Valuation . . . . 0
Issue Date . . . .
Expiration Date . . 8/18/08
Qty Unit Charge Per Extension
00
50
BASE FEE .
9.00 20.0000 RES HVAC 180.00
---
------
, . . . LOW VOLTAGE ELECTRICAL PERMIT
Permit . .
-----
Additional desc . .
Permit Fee ....
..
130.00 Plan Check Fee
.
00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/18/08
Qty Unit Charge Per Extension
00
40
BASE FEE .
9.00 10.0000 RES ELECTRICAL LOW_VOLTAGE_____
------------ ______90_00_
--------------------------
Permit . . . . . . GAS LINE PERMIT
Additional desc . .
..
00 Plan Check Fee
70
.
00
Permit Fee .... .
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
Page 2
Application Number ..... 07-00201694 Date 2/20/08
Revision number . . . . . . . 2
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/18/08
Qty Unit Charge Per Extension
BASE FEE 70.00
Permit . . . . . . WATER PERMIT
Additional desc . . 00
Permit Fee .... 1600.00 Plan Check Fee . ..
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/18/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP________1600_00_
--------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
on all street frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
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
Page 3
Application Number ..... 07-00201694 Date 2/20/08
Revision number .
---- . . . . . .
------------ 2
--
-------------------
Special Notes and Comments
POST LIGHT at DRI VEWAY with PHOTO CELL REQUIRED.
------
--
-----
Other Fees . .
------------
.
??
-------
RES BLDG INSPECTION
510.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLUMBUS 3044.00
SEWER INSPECTION FEE 120.00
-----------------------
Fee summary
-----------
-
Charged
------
Paid Credited
---------
____Due___
-----------------
Permit Fee Total ----------
2530.00 -
.00 .00 2530.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5704.00 .00 .00 5704.00
Grand Total 8234.00 .00 .00 8234.00
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
, Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date 5 z d
Application No. Aag-a (0??
APPLICATION FOR ELECTRICAL PERMIT
Job Address 5$Z? ?j??vo^ ?"'oD p _ Parcel No
9-
Subdivision Lot No. gaJ
Telephone ?I Li 3 %
Owner Name
Contractor Name 0ec-fy-j'c Telephone 4?' / 9,7 (c, ^ 9 4 K3
Contractor Address Dublin Registration No.
Residential:
New Sq. Ft. 53/3 - AlterationlAddition Sq. Ft.
Temporary Service $40.00 ..........................................................................................................................
2
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft. ?-
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft.
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.
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 ? I e c, j'r' C°
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the Ciry 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 pro isions of said laws.
Signature of licensed contractor or homeowner
Division of Building Standards
Da[e: 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 ..... 07-00201694 Date 5/09/08
Revision number . . . . . . . 2
Property Address ...... 5821 GLENDAVON LP
Parcel Number: 274-001244
Alternate Address: BALLANTRAE 6-1 #484
Tenant nbr, name ...... 5317 SQUARE FEET
Application type description RES SINGLE FAMILY DETACHED
------------------------------------------------------------------
----------
Application desc
sq ft 5317
------------------------------------------------------------------
----------
Property owner . . . . . . . P & D BUILDERS
Contractor . . . . . . . . . P & D BUILDERS LTD.
------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT ----------
Additional desc . .
Permit Fee .... 220.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/05/08
Qty Unit Charge Per Extension
BASE FEE 40.00
9.00 20.0000 RES ELECTRICAL SERVICE 180.00
------------------------------------------------------------------
Special Notes and Comments ----------
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
on all street frontages.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00201694 Date 5/09/08
Revision number . . . . . . . 2
-----------------------------------------------
Special Notes and Comments
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
----------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ----------
Permit Fee Total 220.00 .00 .00 220.00
Plan Check Total .00 .00 .00 .00
Grand Total 220.00 .00 .00 220.00
hlar 1; 2nne 9: n? P. 02
;
?_. .... _ .
. CITYOF DUBLIN
??Z. . . .
? ppvfsion of Building Standards;• SB00 Shler»Rings Road - Dublin, ohNn 43016
Phone: (614) 410-4670 - Inspection Llne: _(614) 4104680
'
AppMication Number: D7
'SURVEYOR
BUILp1NG I.OCATION;AND FIRST FLOOR IELEV/4t10N
cERTIFICATION FORM
1, the underslgned, do hereby certify the fotlowing.Ivcation of building and elevation of
top_ of the foundatlvn wall at the refere"ced prop?rty. It Is tFie builders :responslbility xo
... .
insure that the locatloh and el.vation of khe top ol the fauhdatlon wall plus the t?rst flaor
system, as per the approved prints, comply with the site plan approved by the City of
Dublin (in reference to the Clty of Dublin Codlfled Ordinance 1305.02 (k)).
'
Propertv Owrner.
Subdivlsion' ? ???j' ?`?-?T? ..?...-`
Lvt Number.
?.
Address- LAj`? 6,A14L?M
qpproved FQUndatioln Elovation Feet above mean sea Nevel.
Actuaf Top of Foundation FeQt above mnean sea level.
.................:...... --
,..?P.?? aF oy..._ ?
-?-,,'o?' %
?
prol`essianal Seal: SCp,TT -*? egnature af Surveyor
GRUNpEI
r ? S-80;47 ?
0
':? ? • G/STiE??' ? _? ? ?? '0
5/•-•... _.:.. •S J? Date
?NAL
?• ..........:......••?••
....... ...... .
- P p he founelation Inspection'ahd musx'b rinia
This . #orm is t . o be com leted rior t ot , .
avallable on-site witA the approved prints.
ExuavSwvey 02.N14
Z00.lz ?:ti]1NAdDX3 4d3Hd3H5. OR99 888 ET9 T, X','Nd co;:at.a3M .,soiz_Ti.to.
CITY OF DUBLIN
D'ivision of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date 2 Xb
Application No. D/ ' ,,?/ &9V
APPLICATION FOR ELECTRICAL PERMIT
Job Address ?,,, C") 1t°j'`1 &4V0r'? AO'" Parcel No
Subdivision &aw " 4e- Lot No. _
Owner Name ?4? ? 1-t???'rP- C Telephone ? vy '4.41"
Contractor Name a_co '-Icr e T"I'-Telephone &1 -9`}` 9-3
Contractor Address /O 6? &3 Dublin Registration No. d$ pl ?'?U
Residential:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $40.00 .......................................................................................................................... 40,0v
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft.
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.
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 $ W.4r
JOB DESCRIPTION <<
1
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?? said laws.
Signature of licensed contractor or homeowner
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 ..... 07-00201694 Date 2/26/08
Revision number . . . . . . . 2
Property Address ...... 5821 GLENDAVON LP
Parcel Number: 274-001244
Alternate Address: BALLANTRAE 6-1 #484
Application type description RES SINGLE FAMILY DETACHED
----------------------------------------------------------------------------
Application desc
sq ft 5317
----------------------------------------------------------------------------
Property owner . . . . . . .
Contractor . . . . . . . . . P & D BUILDERS LTD.
----------------------------------------------------------------------------
Permit . . . . . . TEMPORARY ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 40.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/24/08
Qty Unit Charge Per Extension
BASE FEE 40.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
on all street frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
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
Page 2
Application Number ..... 07-00201694 Date 2/26/08
Revision number . . . . . . . 2
----------------------------------------------------------------------------
Special Notes and Comments
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 40.00 .00 .00 40.00
Plan Check Total .00 .00 .00 .00
Grand Total 40.00 .00 .00 40.00
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
These drawings have been reviewed for and shall comply with the 2006 Edition of the
Residential Code of Ohio, as amended.
,?.
PLAN REVIEW CH ECKLIST
Application No.07"20 i?r ?y C ?
w y
Date Reviewed c.
?
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Reviewed By o j? o Z c
? o a Plan Reviewer's Comments 8? Notes
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Approved
PL N
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- O y '5
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2006 OBBC Model Energy Code Worksheets required
106.1.1 Manual J/Electric Loads All Houses
Ordinance Stair Risers & Treads f ? 7 314" max. riser 10" min. treads and 6'8" headroom
R303.1 Light & Ventilation Schedules . f ? Schedules Required on Plans; houses, additions and sunrooms
R303 6 Stainvay Illumination
R306
R307
Sanitation - Fixture Clearance
Figure 307.2
R308 Required Safety Glazing
R309
Ordinance
Attached Garage Fire Separation 1318„ s. c. or 20 min. door and 518" B
gyp. d. Type "k"on all common
walls and ceiling
R310 Emergency Escape and Rescue 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44"
Openings a.f./.
R311.2 2 Under Stair Protection 112" gyp. Bd. Type 'X", enclosed spaces with access
311.4 1 Exit Door Required ?
R311.4.2.1 Interior poors Bath 2'4'k 6'8", habitable rms & basement stairs 216'k 6'8"(min)
R311.4.3 Landings Minimum 3' x door width
R311.5.6 Handrails
R312 Guards
R313 Smoke Detector Locations
DK /
? ? Bsmt./hallway/bedrooms wired to prrme electric/battery pack -
/
up
interconnected (one each floor)
R314 Foam Plastic Separation
Ordinance Carbon Monoxide Detector ` Outside sleeping areas
R401.4.1 Soil bearing capacity Use 1,500 psf
R403 Footing/pier/pad size 8 location(s)
R403.1.6 Foundation anchorage 112" anchor bolt @ 67" oc;7" into masonry & concrete
R404 Foundation wall sizes & reinforcements / Stamped engineered foundation plan required for houses and
? additions
R405 Foundation drainage systems ?/ .
R406 Damproofing or waterproofing
R502.3 Floor joist(s) allowable spans Lumber specifications required on d?awings
R502.5 Allowable girder spans Per Tab/es R502.5(1) & R502.5(2)
R502.6 Bearing 1 1/2" for wood & steeU 3" for masonry & concrete
R502.11.4 Floor Trusses Engineered design required at Frame Inspection
PLAN REVIEW CH ECKLIST
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lan Reviewer's Comments & Notes
R503 Floor sheathing
R(402 2)
R 506 Concrete floors on ground
R602 Wood wall framing
R602.3.1 Stud size & spacing Table R602.3.1
R602.10 Wall bracing
R603 Steel wall framing 41-1
R703.7 Masonry veneer 11 Table 703.4
R802 Wood roof framing Show truss pro(iles on roof plan
R802 3 Framing details Rafter ties, joist nof perpendicular to rafters
R802.4 Allowable ceiling joist spans loll ,
R802.5 Aliowable rafter spans
R802.10 Wood trusses Stamped engrneered roof trusses required at (raming inspection
R807 Attic access 22" x 30"
R 1001 Masonry chimneys ? Spark ariestor with iain cap per City Ordinance
R1002 Factory built chimneys ? Spark arrestor with rain cap
R1003 Masonry fireplaces Table 1003.1 & Figure 1003.1
R1004 Factory built fireplaces ?
R1005 Exterior air supply
M1701 Combustion air 50 cubic per 1,000 btu/h
Front & Back Form
Revised 03/19/2007
/J1ee/ 15:bb b14-141-2Mb EDWARDS PAGE 02/02
J712007 13:54 FAa 814 764 8814 BIRD HoifK COLLAli. 10003/003
BIRD HOIJK
? coilaborative
December 7, 2007
Mr. Charies Driscoil
The Edwards Compaay
495 South High Street, Suitg 150
Columbus, Ohia 43215
Dear Charlie:
6375 rYverside drive I „ufte t00
dublirl, ohio 43017
phone 1814 764 1122
fEU16147fi49814
designQbird-houk. co m
RE: Lnt 484
P&D Buitders
Batlantr^de Golf Course Community
Dublin, Ohio
We have received a site pfan, floor plans, elevations and color ftnish selections for the above referenoed
homa.
The house meets our design review criteria with the foUowing stipWations:
1) Natural earthtorte e:derior wlors:
A. Please provide color for wood shake siding.
Please resubmit ths ptans with the modifications described above sa an_ approval lettet can be
ptovided. The resu6rrtiftal may he by fax.
This review does not supercede any and all requirements as stated in the DubGn Golf Course Community
Developrnent Yext (Ballantrae) or any other ioning or building code requirements.
if you wish to discuss any of these comments please give me a call.
h/0111 i1i84
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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) 462-3865 (Franklin County)
ApPlication No. r ? ? ?` q ?
Date /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 )117 Aw Y`116 ????? 9130/(o Parcel No.
Lot No !=/g-V /34_? e
Subdivision/Project Name
Gi(I( 1(3/ 260Y
Owner's Name Telephone
Telephone G/ ' YSO -5//0
Contractor's Name ,
Contractor's Address a? 3& rJ Dublin Registration Number
?
Does the sewer discharge into an individual sewage disposal system sanitary s we .
How far distant from any dwelling, well or cistern is the sewage tank? 4
What is the size of the main drain?_ q r Of what rnaterials do #he vent pipes consist?
?'_
Of what material does the house drain consist? '`°
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
INSTRUCTIONS
This form must be properly filled out and returned 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:
RESIDENTIAL
Application for permit & first fixture ............................... $50.00
30 Number of remaining fixtures X$10.00 =$3 00
Total Inspection Fee
$ 350
COMMERCIAL
Application for permit & first fixture ..............................$60.00
Number of remaining fixtures X$12.00 =$
Total Inspection Fee ....................................................$
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qt
Qty.
Air Admittance Valve 3
*Backflow Preventers
Bath Tubs ?
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers ?
Drinking Fountain
Floor Drains ?
Garage Catch Basin
Qty.
Garbage Disposat
Hot Water Heater /
Interceptor
Kitchen Sink
Laundry Trays
Lavatories
Mop Sinks
Outside Faucets oZ
Roof Drains
Rough-in Openings for Future
Sewage Ejectors
HOT WATERTANK RELPLACEMENT FEE $35.00
Y•
Showers ?
Sterilizers
Sump Pump ?
Trap Primer
Urinal
Wash Fountain
Washing Machine ?
Water Closets
Water Lines 1
Water Storage Tank
other n - 7u,b ?
GRAND TOTAL /
Division of Building Standards
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00201694 Date 3/04/08
Revision number . . . . . . . 2
Property Address ...... 5821 GLENDAVON LP
Parcel Number: 274-001244
Alternate Address: BALLANTRAE 6-1 #484
Tenant nbr, name ...... 5317 SQUARE FEET
Application type description RES SINGLE FAMILY DETACHED
----------------------------------------------------------------------------
Application desc
sq ft 5317
----------------------------------------------------------------------------
Property owner . . . . . . .
Contractor . . . . . . . . . P & D BUILDERS LTD.
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 350.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/27/10
Qty Unit Charge Per Extension
BASE FEE 50.00
30.00 10.0000 EA RES PLUMBING >1 FIXTURE 300.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
on all street frontages.
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.
4 CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00201694 Date 3/04/08
Revision number . . . . . . . 2
----------------------------------------------------------------------------
Special Notes and Comments
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 350.00 .00 .00 350.00
Plan Check Total .00 .00 .00 .00
Grand Total 350.00 .00 .00 350.00
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
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to certify that I a
described below and ;
ADDRESS: E?-2/ ('/UO ?/ L.,*°
-9141 w?
PERMIT V44
ted the residence
for occupancy.
NO.:
,
BY: -
FINAL iNSPECTION DATE:
-??.:.,. .,..,.fi... .:.. ,.,:,.
_ . ... _.??.. „ _
;. ,..?..,.. . . .?«.,, ..
. z ? ..?,.?. ..
--rf 2-o t 04-
?.
? Va.por Paint Form
? Certif,[cate of Application
alow 1.0 was applied to the
This cxrtifies that Vapor Retarde:r Paint with a perm ratin b
I
following structure: ?y?9.yLEEaZ
Paint Manuftcturu: a(krit)l -, ?? ? jj'eN S COL
Dllher Material approval numbar (if applicable): /Jlk
Supplier• 7.33U-,SnL-nH/fl IQQ C?/• O{J- q3 7-53S
Gallons Usod 15 Labels Submitted? El YES [3NO
Ceilings (Total Square Feet Coveted) 0
Walls (Total Square Feot Covered) ? ?1-639
Number ofGaflons used on 1s' Coat: _h? . Ud..CosE:--
Application mado by (namo): ?Riq 1-Xi i ?, ?• G•
I
Aadress• cl ? 3 7ro.w? d ? e o? r. ?.?? l i? d?.Li 36
?
?,c? ?c,??lcs?????) 7-OI m,it _ WeT
s,g,aturo: nate:
IMMMM
,„,
108.17
r
I NTERIOR LATEX
wd
SHERwrN MOISTURE VAPORBARRIER
MLtI,aMs' 1372W 1
CHARACTERISTICS
Interior Latex Moisture Vapor Barrier
PrimerlFinish is a coating designed to
reduce the loss of moisture through walls
and ceilings.
Moisture Vapor Barrier Primer/Finish
combines a primer and finish in a single,
fast drying coat.
Moisture Vapor Barrier Primer/Finish
is specially formulated for manufactured
housing facilities.
Upon field installation of the home, this
product can be topcoated with any
Sherwin-Williams' interior latex or alkyd
product.
Color: White
? Coverage: 200 - 250 sq ft/gal
@ 6.0 - 8.0 mils wet; 1.8 - 2.4 mils dry
Drying Time @ 77°F 50% RH
(temperature and humidiry dependant)
To touch: 1 hour
To topcoat: 4 hours
Finish: 0- 10 units @ 85°
Flash Point: N/A
SolvenUReducer: Water
Tinting with Blend-A-Color:
Base oz/gal Strength
White 0-4 75%
Vehicle Type:
Vinyl Acrylic/Styrene Butadiene
VOC (less exempt solvents):
73 g/L; 0.61 Ib/gal
Volume Solids: 26 t 2%
Water Vapor Permeance
ASTM E96 A less than 1.0 perm
Weight Solids: 40 t 2%
Weight per Gallon: 10.3 Ib
OTC Compliant
1/2008
SPECIFICATIONS
Drywall
System 1:
1-2 cts. Moisture Vapor Barrier Primer!
Finish
System 2:
1 ct. Moisture Vapor Barrier Primer/
Finish
2 cts. Sherwin-Williams Interior, Latex
or Alkyd, Architectural Topcoat
APPLICATION
Do not thin. Reduction will adversely
affect the perm rating.
Apply at temperatures above 50°F.
Brush - Use nylon/polyester brush
Roller - Use 3/8" - 3/4" nap cover
Spray - Airless
Pressure ................................2000 psi
Tip .................................... .017"-.019"
www.sherwin-williams.com
SURFACE PREPARATION
WARNING! Removal of oid paint by sand-
ing, scraping or other means may gener-
ate dust or fumes that contain lead. Expo-
sure to lead dust or fumes may cause brain
damage or other adverse health effects,
especially in children or pregnant women.
Controliing exposure to lead or other haz-
ardous substances requires the use of
proper protective equipment, such as a
properiy fitted respirator (NIOSH approved)
and proper containment and cleanup. For
more information, call the National Lead
Information Center at 1-800-424-LEAD (in
US) or contact your local health authority.
Remove all surface contamination by
washing with ProClean Professional0
Prep Wash Concentrated Cleaner or
other appropriate cleaner, rinse thor-
oughly and allow to dry. Scrape and sand
peeled or checked paint to a sound sur-
face. Sand glossy surfaces dull. Seal
stains from water, smoke, ink, pencil,
grease, etc. with PrepRite@ ProBlockO
Primer Sealer.
Drywall
Fill cracks and holes with patching paste/
spackle and sand smooth. Joint com-
pounds must be cured and sanded
smooth. Remove all sanding dust.
rLEANUP INFORMATION
Clean spills, spatters, hands and tools
immediately after use with soap and warm
water. After cleaning, flush spray equip-
ment with mineral spirits to prevent rust-
ing of the equipment. Follow
manufacturer's safety recommendations
when using mineral spirits.
continued on back
108.17
I NTERIOR LATEX
MOISTURE VAPORBARRIER
B72W 1
?
.
SHERwrnr
II?ILLlAMS
CAUTIONS
For interior use only.
Protect from freezing.
CAUTION contains CRYSTALLINE SILICA. Use ony
wRh adequate ventilation. To avoid overexposure,
open windows and doors or use other means to
ensure fresh air entry during appiication and drying. If
you experience eye watering, headaches, or dizzi-
ness, increase fresh air, orwear respiratory protection
(NIOSH approved) or leave the area. Adequate ven-
tilation required when sanding or abrading the dried
film. If adequate ventilation cannot be provided wear
an approved particulate respirator (NIOSH approved).
Follow respirator manufacturer's directions for respi-
rator use. Avoid contact with eyes and skin. Wash
hands after using. Keep container closed when not in
use. Do not transfer contents to other containers for
storage. FIRST AID: In case of eye contact, fiush
thoroughty with large amounts of water. Get medical
attention if irritation persists. If swallowed, caii Poison
Control Center, hospital emergency room, or physi-
cian immediately. DELAYED EFFECTS FROM LONG
TERM OVEREXPOSURE. Abrading orsanding ofthe
dry film may release crystalline silica which has been
shown to cause lung damage and cancer under long
term exposure. WARNING: This product contains
chemicals known to the State of California to cause
cancer and birth defects or other reproductive harm.
DO NOT TAKE INTERNALLY. KEEP OUT OF THE
REACH OF CH ILDREN. FOR PROFESSIONAL USE
ONLY.
HO7W 02l01/2008 672W00001 06 00
The information and recommendations
set forth in this Product Data Sheet are
based upon tests conducted by or nn
behalf of The Sherwin-Williams Com-
pany. Such information and recommen-
dations set forth herein are subject to
change and pertain to the product offered
at the time of publication. Consult your
Sherwin-Wiliiams representative to obtain
the most recent Product Data Sheet.
MATERIAL SAFETY DATA SHEET
B72W1
08 00
Section 1-- PRODUCT AND COMPANY IDENTIFICATION
PRODUCT NUMBER DATE OF PREPARATION HMIS CODES
Health 1*
B72W1 07-JUN-08 Flammability 0
Reactivity 0
PRODUCT NAME
Moisture Vapor Barrier
MANUFACTURER'S NAME
THE SHERWIN-WILLIAMS COMPANY
101 Prospect Avenue N.W.
Cleveland, OH 44115
TELEPHONE NUMBERS and WEBSITES
Product Information
Regulatory Information
(216) 566-2902
Medical Emergency
(216) 566-2917
Transportation Emergency
(800) 424-9300
www.sherwin-williams.com
www.paintdocs.com
for Chemical Emergency ONLY (spill, leak,
fire, exposure, or accident)
% by WT
3
7
9
Section 2-- COMPOSITION/INFORMATION ON INGREDIENTS
CAS No. INGREDIENT UNITS VAPOR PRESSURE
12001-26-2 Mica
ACGIH TLV
OSHA PEL
471-34-1 Calcium Carbonate
ACGIH TLV
OSHA PEL
OSHA PEL
13463-67-7 Titanium Dioxide
ACGIH TLV
OSHA PEL
OSHA PEL
3 mg/m3 as Resp. Dust
3 mg/m3 as Resp. Dust
10 mg/m3 as Dust
15 mg/m3 Total Dust
5 mg/m3 Respirable Fraction
10 mg/m3 as Dust
10 mg/m3 Total Dust
5 mg/m3 Respirable Fraction
Section 3 -- HAZARDS IDENTIFICATION
ROUTES OF EXPOSURE
INHALATION of vapor or spray mist.
EYE or SKIN contact with the product, vapor or spray mist.
EFFECTS OF OVEREXPOSURE
EYES: Irritation.
SKIN: Prolonged or repeated exposure may cause irritation.
INHALATION: Irritation of the upper respiratory system.
In a confined area vapors in high concentration may cause headache,
nausea or dizziness.
Continued on page 2
S
B72W1 page 2
SIGNS AND SYMPTOMS OF OVEREXPOSURE
Redness and itching or burning sensation may indicate eye or excessive
skin exposure.
MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE
None generally recognized.
CANCER INFORMATION
For complete discussion of toxicology data refer to Section 11.
Section 4-- FIRST AID MEASURES
EYES: Flush eyes with large amounts of water for 15 minutes.
Get medical attention.
SKIN: Wash affected area thoroughly with soap and water.
Remove contaminated clothing and launder before re-use.
INHALATION: If affected, remove from exposure. Restore breathing.
Keep warm and quiet.
INGESTION: Do not induce vomiting.
Get medical attention immediately.
Section 5-- FIRE FIGHTING MEASURES
FLASH POINT LEL UEL
Not Applicable N.A. N.A.
FLAMMABILITY CLASSIFICATION
Not Applicable
EXTINGUISHING MEDIA
Carbon Dioxide, Dry Chemical, Alcohol Foam
UNUSUAL FIRE AND EXPLOSION HAZARDS
Closed containers may explode (due to the build-up of pressure) when
exposed to extreme heat.
During emergency conditions overexposure to decomposition products may
cause a health hazard. Symptoms may not be immediately apparent. Obtain
medical attention.
SPECIAL FIRE FIGHTING PROCEDURES
Full protective equipment including self-contained breathing apparatus
should be used.
Water spray may be ineffective. If water is used, fog nozzles are
preferable. Water may be used to cool closed containers to prevent
pressure build-up and possible autoignition or explosion when exposed to
extreme heat.
Section 6-- ACCIDENTAL RELEASE MEASURES
STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED
Remove all sources of ignition. Ventilate the area.
Remove with inert absorbent.
Section 7-- HANDLING AND STORAGE
STORAGE CATEGORY
Not Applicable
Continued on page 3
B72W1 page 3
PRECAUTIONS TO BE TAKEN IN HANDLING AND STORAGE
Keep container closed when not in use. Transfer only to approved
containers with complete and appropriate labeling. Do not take internally.
Keep out of the reach of children.
Section 8-- EXPOSURE CONTROLS/PERSONAL PROTECTION
PRECAUTIONS TO BE TAKEN IN USE
Use only with adequate ventilation.
Avoid contact with skin and eyes. Avoid breathing vapor and spray mist.
Wash hands after using.
This coating may contain materials classified as nuisance particulates
(listed "as Dust" in Section 2) which may be present at hazardous levels
only during sanding or abrading of the dried film. If no specific dusts
are listed in Section 2, the applicable limits for nuisance dusts are ACGIH
TLV 10 mg/m3 (total dust), 3 mg/m3 (respirable fraction), OSHA PEL 15 mg/m3
(total dust), 5 mg/m3 (respirable fraction).
Removal of old paint by sanding, scraping or other means may generate
dust or fumes that contain lead. Exposure to lead dust or fumes may cause
brain damage or other adverse health effects, especially in children or
pregnant women. Controlling exposure to lead or other hazardous substances
requires the use of proper protective equipment, such as a properly fitted
respirator (NIOSH approved) and proper containment and cleanup. For more
information, call the National Lead Information Center at 1-800-424-LEAD
(in US) or contact your local health authority.
VENTILATION
Local exhaust preferable. General exhaust acceptable if the exposure to
materials in Section 2 is maintained below applicable exposure limits.
Refer to OSHA Standards 1910.94, 1910.107, 1910.108.
RESPIRATORY PROTECTION
If personal exposure cannot be controlled below applicable limits by
ventilation, wear a properly fitted organic vapor/particulate respirator
approved by NIOSH/MSHA for protection against materials in Section 2.
When sanding or abrading the dried film, wear a dust/mist respirator
approved by NIOSH/MSHA for dust which may be generated from this product,
underlying paint, or the abrasive.
PROTECTIVE GLOVES
Wear gloves which are recommended by glove supplier for protection
against materials in Section 2.
EYE PROTECTION
Wear safety spectacles with unperforated sideshields.
Section 9-- PHYSICAL AND CHEMICAL PROPERTIES
PRODUCT WEIGHT
SPECIFIC GR.AVITY
BOILING POINT
MELTING POINT
VOLATILE VOLUME
EVAPORATION R.ATE
VAPOR DENSITY
SOLUBILITY IN WATER
pH
10.34 lb/gal 1238 g/1
1.24
212 - 213 F 100 - 100 C
Not Available
74 %
Slower than ether
Heavier than air
N.A.
8.5
Continued on page 4
B72W1 page 4
VOLATILE ORGANIC COMPOUNDS (VOC Theoretical - As Packaged)
0.61 lb/gal 73 g/1 Less Water and Federally Exempt Solvents
0.16 lb/gal 20 g/1 Emitted VOC
Section 10 -- STABILITY AND REACTIVITY
STABILITY -- Stable
CONDITIONS TO AVOID
None known.
INCOMPATIBILITY
None known.
HAZARDOUS DECOMPOSITION PRODUCTS
By fire: Carbon Dioxide, Carbon Monoxide
HAZARDOUS POLYMERIZATION
Will not occur
Section 11 -- TOXICOLOGICAL INFORMATION
CHRONIC HEALTH HAZARDS
IARC's Monograph No. 93 reports there is sufficient evidence of
carcinogenicity in experimental rats exposed to titanium dioxide but
inadequate evidence for carcinogenicity in humans and has assigned a Group
2B rating. In addition, the IARC summary concludes, "No significant
exposure to titanium dioxide is thought to occur during the use of products
in which titanium is bound to other materials, such as paint."
TOXICOLOGY DATA
CAS No.
Ingredient Name
12001-26-2 Mica
LC50
RAT
4HR Not
Available
LD50 RAT Not Available
471-34-1 Calcium Carbonate
LC50 RAT 4HR Not Available
LD50 RAT Not Available
13463-67-7 Titanium Dioxide
LC50 R.AT 4HR Not Available
LD50 R.AT Not Available
Section 12 -- ECOLOGICAL INFORMATION
ECOTOXICOLOGICAL INFORMATION
No data available.
Section 13 -- DISPOSAL CONSIDERATIONS
WASTE DISPOSAL METHOD
Waste from this product is not hazardous as defined under the Resource
Conservation and Recovery Act (RCR.A) 40 CFR 261.
Incinerate in approved facility. Do not incinerate closed container.
Dispose of in accordance with Federai, State/Provincial, and Local
regulations regarding pollution.
Continued on page 5
B72W1 page 5
Section 14 -- TRANSPORT INFORMATION
US Ground (DOT)
Not Regulated for Transportation.
Canada (TDG)
Not Regulated for Transportation.
IMO
Not Regulated for Transportation.
Section 15 -- REGULATORY INFORMATION
SARA 313 (40 CFR 372.65C) SUPPLIER NOTIFICATION
CAS No. CHEMICAL/COMPOUND % by WT % Element
No ingredients in this product are subject to SARA 313 (40 CFR 372.65C)
Supplier Notification.
CALIFORNIA PROPOSITION 65
WARNING: This product contains chemicals known to
the State of
California to cause cancer and birth defects or other reproductive harm.
TSCA CERTIFICATION
All chemicals in this product are listed, or are exempt from listing,
on the TSCA Inventory.
Section 16 -- OTHER INFORMATION
This product has been classified in accordance with the hazard criteria
of the Canadian Controlled Products Regulations (CPR) and the MSDS contains
all of the information required by the CPR.
The above information pertains to this product as currently formulated,
and is based on the information available at this time. Addition of
reducers or other additives to this product may substantially alter the
composition and hazards of the product. Since conditions of use are
outside our control, we make no warranties, express or implied, and assume
no liability in connection with any use of this information.
, 0-7-2 a ? ?•9?
1$ b7
INTERNATIONAL ENERGY CODE COMPLIANCE ADDENDUM 2003
D A'PE: 9/7 /2007
FROM: CORNERSTONEENERGY
RE: DUCT INSULATION IN UNCONDITIONED AREAS
We have communicated with Dublin Building Department and the municipality has
explained to us they will be enForcing ductwork outside the conditioned envelope to
be insulated to R-8 for supply ducts and R-4.2 for return ducts starting immediately.
Furthermore, all IECC's are generated usingworse case methods. Please attach this
page to your current IECC's Eor Dublin, OH code submittals.
Unconditioned Ducrs
- All supply ducts locatcd outsidc the conditioncd building cnvclopc will bc insulatcd to
R -8.
- All return ducts ]ocatcd outsidc thc conditioncd building cnvclopc will bc insulatcd ro
R -4.2.
1
! ^ k?4
F , 4•• I
Cornerstone;
Y t? ?
?
Enrr y C 06Stnit;0l1 ?i'nitcb
(? f rf
Chris Patterson
Estimatoc
Energy Stac Rater
Office: 937-423-6373
Fax: 937-423-6373
N extel: 614-554-8644 136* 41 * 6831
Flnail: chris.patterson@nstalled.net
,
,
20061ECC ANNUAL ENERGY COST COMPLIANCE
Deie: Woveriber 27, 2007 F2atlrg No.: ""'V110FtSE CASE""'
gwlding Narrie: 5821 Giendavon Loop Rating Org.: Comershone EnergY
Ownefs Name: P8D Phone No.: 614-351-1439
property: 5821 Glerxiavon Loop RaWs Nww. Chris Palarson
Address: DubNn, OH 43016 RaWs No.: 06-02
Buildei's Name: P&D
WeaUw Si6e: Delaware, OH Ra6ng Type: Sased On Pians
Fie Name: 5821 Glendav'on LooP•bl9 Rafin9 Date:
Annual Energy Cost
2006 IEOC As Designed
1162 801
??
167
134
Cookig
?
V1fater li?ng:
218 ?
L"ghts 8 Appli2moes: 1167 1178
Photovoltaics: -0 -0
Service Charge:
102
102
2816 2417 *
TotaL
DUd Insulat?xi R-Value Chedc (Per Seebon 403.2.1)
Mininun Dud Insulation (Desi9n must be higher): 8.0 8.0
Windaw U-Value Chedc (per Section 402.6)
YVu?dow U-Value (Design must be lower): 0.480 0.320
TWs home MEETS the annual energy oost requirements in acoondanoe with Section 404 d the 2006 InwmaGonal EnergY
Conservation Code based on a dimabe mne of 5A In fad this home surpasses the requiremenis bY 14.2%.
* pesign ewgy c;ost is based on the fdbwing systems:
Heatfng: Fuegined air disfibution, 50.0 IBtuh, 90.0 AFUE.
Fieating: Fuelfir+ed air dishibu6on, 20.0 kBtuh, 80.0 AFUE.
CooGng; qir condfioner,12.0 kBWh,13.0 SEER.
yVater Flea": Conventional. Gas, 0.63 EF.
W+rxlow-to-WaN Mea Ratio: 0.18
gbwer door test FiIg: 0.35 Cig: 0.18 ACHnat
In accordance witlh IECC, building inputs, sudh as setpoiMs, Kdtration rates, a?id window shadin9 rr?aY have been
changed prior b cakxilatlng annual energy mst FuAhemore, lhe standand referenoe desi9n FNAC system
efficienaes are set to the "pmvaifing federal minimum standards" as of January, 2006. These standards arie
subjed to change, and soRware Lpdates stauld be abtairied periodicaNy to ensure te compllianoe calailations
mflect current federai minimum standards.
REMIRate - Residendal ErerW Analysis and Rating Softwane v12.42
This information does not constitute any warranty of energy cost or savings.
0 1985-2007 Architectural Energy CorporaUon, Boulder, Cobrado.
ENERGY CODE INSPECTION CHECKLIST
Dale: Novernber 27, 2007 f2aling No.: "'1411l7RSE CASE""
guidirg Narrte: 5821 Glendavon Loop Pab9 a'9.: COrtnerstone Ener9Y
Owt?ers Name: P8D Phone No.: 614-351-1439
pmp": 5821 Glerb2ivon LooP Ra1er's Name: Chris PatBerson
Address: DuNn, OH 43016 Raters No.: 06-02
Buikfer's Nwne: P&D
1Meather Si6e: Delaware, OH Rating Type: Based On Plm
F:&- nlame: 5821 Glendavon LooP•blcJ Ha6ug Date:
COrxlitiorled Area (sq ft): 5901
Cpnditioned Vdume (aabic ft): 47208
Insulated SheN Area (sq ft): 9573
The iterns below wiN be inspected for energy code certificaEion. Any deviation from these spedfications should be brought
to the attention of Chris Patterson, as soon es possible to assure that ihe project wiH stiU canply with energy
code reQuirements•
Ceilings:
L I 1. Athc: R30 Attc (2x4 240062 (2309 s.f.)
R-19.0 continuous insulation, R-11.0 cavity insulation.
Nwm: Main Ir?suhWjon Grade: I II III Faoe / Uiset
Comrmntsll_ocation
Above-Grade Walls:
[] 1. Watl: R15 (2x416oc)00 (2731 s.f.), Beiwreen oonditioned space and ambient
R-0.0 continuous insula6on, R-15.0 cavity insulation•
Narrie:lst/2rxl FV Insulation Cx'ade: I 11 III FaCe / Irset
CornrnerdslLoca6on
[ I 2. WaA: R15 (2x4160c)00 (160 s.f.), Between conditioned space and garage
R-0.0 oontinuous insulation, R-15.0 cavity insulation.
Nanw. guffered Insulation Grade: 1 II U( Faoe / Inset
Commen?tion
YVindows and Skylights:
Window-to-Waq Area Ratio: 0.18
REMlRate - Resldential Energy Analysis and Rating Softvrare v12A2
This information does not constitute any warranty of energy cost or savings.
0 1985-2007 Architectural Energy CorporaUon, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
5821 Glendavon Loop Page 2
[ I 1. Windaw: U-0.32 5HG0.39 (153 s.f., NoAh), U-Value: 0.320, SHGC: 0.390
For windows without labeied U-factors, desaibe features:
Name: FroM Orienhaiion: North
2. Window: U-0.32 SHG0.39 (49 s.f., iNest), U-Value: 0.320, SFIGC: 0.390
For windows without labeled U-fadors, describe features:
Nam. Front Orieritation: VMe.st
[ l 3. Window: U-0.32 SHG-0.39 (288 s.f., South), U-Value: 0.320, SHGC: 0.390
For windows without labeled U-fadors, desaibe features:
Name: Front Oriewrtatiorr Saulh
CommentsJLocatior?
I 1 4. Windanr: U-0.32 SHG0.39 (34 s.f., East), U-Value: 0.320, SHGC: 0.390
For windows without labeled U-factors, describe features:
Name: Ftvnt Orientation: East
Doors:
I I 1, Door: Steel-urth wlbrk (22 s.f.), R Value 4.4
i1 2, popr: Steel-urth wlbrk (19 s.f.), R Value 4.4
Frame Floors:
[] 1. Fbor: R30 (2x1016oc)86 (184 s.f.), Between Condidoned spaoe and garage
R-0.0 continu0us insulati0n, R-30.0 cavity +nsulatan.
Nww. guffered Insula6pn ('acle: 1 il Ifl Face ! lriset
Foundation WaNs:
REMIRate - Residential Energy Analysis and Ratin9 Software v12.4T
This information does not constitute any warranty of energy cost or savings.
0 1985-2007 Archkectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECIQISI`
5821 Glendavon LooP Page 3
[ l 1. Wall: 8P R13 FIN (1564 s.f.), Bewreen conditioned spaoe and am6enV9round
R-0.0 intarior oontinuous insula6on, R-13.0 interior cavrity insulatan, R-0.0 exterior insulatan.
Namc,: gasemert Insuhatipn Grade: i II III Faoe / kset
L l 2. Wall: Un 8" StonelConc (180 s.f.), Between condfioned space and garage/ground
R-0.0 interior contir?uous insulation, R-0.0 intierior cavity insulation, R-0.0 exberior insulation•
Name: gsmt. guffer insulation Gtade: I II IN Faoe / Inset
Commenislt.ocation
Slab Floors:
Slab: Uninsulated (2125 s.f.)
R-0.0 perimeeer insula6on, R-0.0 urxier slab insulation.
Nww. gaserrwt Insutatipn Grade: 1 II 111 Faoe / Inset
Rim and Band Joists:
1. Joist 1 st/2nd Fir (283 s.f.), Between conditioned spaoe and ambient
R-0.0 oondnuous irsWatan, R 15.0 cavity insulation.
Narrw. 1stl2nd Flr irst?a6or? Grade: I II 111 FaCe / Irset
Ccxr?merrtslLoCation
L l 2. Jast 1st/2nd Buff (17 s.f.), Between conditioned spaoe and garage
R-0.0 c,brrtinuous insulation, R-15.0 cavity insulation•
Name:lstl2nd Buff Insulation Grdde: I il Iil Faoe / inset
CommentslLocation
Mechanical Equipmem:
(] 1. Heating: Fuel-fired air distribution, Nahxal gas, 90.0 AF'UE.
Make and Model Nurribee,
11 2. Heating: Fuel-fired air distribu6or?, Natural gas, 80.0 AFUE.
Make and Model Number:
REMIRatie - Residerrtiaf Energy Analysis and Radng Softnrar'e v12.42
This information does not constitute any warranty of energy cost or savings.
0 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
5821 Glendavon I ooP
Page 4
3. Coowg: qir cordboner, Electric,13.0 SEER.
Mace and Model Number.
11 4. Water Heatin9: Cmventioml, Nafiurai gas. 0.63 EF.
Make and Model Number.,
Mechanical Ventilation System:
[ l Median'ical ventilation system rated for, and capable of, providing continuous ventilation.
gystem shall indude automa6c timing cortrols.
System type: Exdiat.st Only
System desaiPtion(make).
Air Leakage Corrtrol:
,bints, penetrations, and aN oiher such openings in the building emrElope that are souroes af air
. bakage must be sealed.
[ l Recessed I"ghts must be type IC rated and installed wilh no penetrations; or, installed inside an
appropriatie arc-ti?yM assembly with a 0.5" dearanoe from combustible materials and 3" clearanoe Trom
insufation.
Vapor Retarder:
Required on the wam?-in-winter sice of all non-verrted framed ceilings, walls, and floors.
Materials Identiflcation:
[ l Materials and equipment must be idendfied so Uiat oompia?we can be deWng-ed•
[ 1 Manufadurer manuals for au instaued heating and cooling e4uipment and service water heatin9
equipment must be provided•
I 1 Insulation R-values and glazing U-fadors must be dearly marked on the building plans w
specifications.
Duct Insulation:
[ 1 Duds in condftned sPaoe must be insulated to R-0.0.
Duds in conditiavd spaoe must be insulated to R-0.0.
[ l pads in athc, exppsed must be insula6ed to R-S.O.
Duds in atdc, exposed must be insulated to R-8.0.
I? Duds installed in exterior wall assemblies shall have at least 2" of rigid foam insulation wilh foil
facing installed between sheathing and ducts.
Duct Construetion:
I 1 All ducts must be sealed with mastic and fibrous badcing tape. Pressure-sensitive tape may be used
for fibrous ducts. Duct tape is not pertnitted.
REMIRate - Residerrtial Energy Analysis and Rating Software v12.42
This infortnation does not constitute any waRanty of energy cost or savinps.
0 1985-2007 Architectural Energy Corporatlon, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
5821 Glendavon LooP Page 5
11 The HVAC system must provide a mearis for balanang air and water sysUems.
Temperature Controls:
[ 1 Thertnostats are required for each separate FNAC system. A manuai or automatic means tc)
pataly restrict or shut off the heating andlor cooling input to each zone or floor shall be provided.
L ? Pro9ratirrable Themwstat
Circulating Hot Water Systems:
( l Insulate arculating hot water pipes to fhe levels in Table 1.
Heating and Cooling Piping Insulation:
I l FNAC piping conveYing fluids above 120 °F or chilled fluids bebw 55 °F mtut be insulated to the
Ieveis in Tabie 2.
Tabte 1: Minrmum Insulation Thickness for Ci?culating Hot Water Pipes•
hleatied Wabar Non-Ciralating Runauts Ciraala6n9 Mains and Runouts
TgrowaWrg CF) Up b 1" Up to 125" 1.5" M 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thicimess for HVAC Pipes.
Fiuid Temp. Insulation Ttiidcness in Ind?es bY Pipe S¢es
PO9 SysWn TYPes Ran9e('F) 2" Runoufs 1" and Less 125" to 2" 2.5" to 4" _
Heating Systems
1
5
2.0
Low PressurelTemperature 201-250 1.0 1.5 .
Low Temperature 120-200 0.5 1.0 1.0 1.5
Sbeam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
CooUng Systems
0
5
75
0
1.0
ChiNed water, Refi'igerant. 40-55 0.5 . .
and Brine
Below 40
1.0
1.0
1.5
1.5
REMIRate - Residential Energy An2dysis and Rating Software v12.42
This information does not constitute any waRanty of energy cost or savinps.
0 1985-2007 Archftectural Energy Corporation, Bouider, Coiorado.
ENERGY CODE fNSPECTION CHECKLIST
rstg1 r.IarYiaven Lom
Page 6
REMIRate - Residerrtial Energy Anelysis end Ratin9 Softwar8 v12.42
This infortnation does not constitute any warranty of energy cost or savings.
0 1985-2007 Architectural Energy Corporation. Boulder. Colorado.
i?
? i
?
Applics Tu:
l. Ampncity must hc F.reafvr tha,t tUO
amps
2. SinFlc. phsSG_ t-wire scrviCc only
3 fieating itnd wnlinF, Ai,nr. IQCally
und not ccntrally W)t at
1. Nii rlcctric tipacc Hcaune.
v
xt
`G*r° ?,ry
'jZ;C4F j Gh
C'!`P?
N? ati ?.e
P
3pp
Dcmflndable l,oad
Gcnci11 f.igl,line &, Nnocr
timmll AppUaiicc Load
1=ixed Appliancc I.c,:icl
Ncln-Demandable Load
Hcxting anA Conlin¢ Load
Fiuuliied Loaci C:IICIdYltllllls
First IU.000VA
UvCf I0.(HIOVA
Npn-Clcmandal)Ic
??are. C7Pa«?ty
_. _ o7•.2a??e ?7 P??c 1 of ,
Residential Laad Calculator
Optional Metliod
(Nrc 220)
C)e.sci ipliuci of lJnit single family ? V
Si7e of tlle U114 L4 ? (o i syli
Is thcrc fl Iaundry rornn? Yes ?
; ehe vcaRage thlt will SCrvc 120/740V Single Pha,e -
'
thc unit
?
Spaie C'upcity 15 "ro
FizcU AppIiancc5
Qvenf vall•amrs (wal«)
Microwave r vnlt-;amrt (watts)
I)isPosalFOOO volt-emps (%vatts)
_
Uishwashc rFQ vah-Amps (w,sus)
Whirlrnol 't'ubrr vUlt-anips (wans)
Ice MakrTf VUII-iltllpS (w3i1s)
_
('lothes Wa?,hcrr 1 ?O volt-antps (waus)
Clothes Uryer l 5oo0 vok-snips (wa«s)
()lhe volt-amps (w•ans)
He:iting and Coaling
hidoor ll4 Z`fOd ' - -- volt-znnps (wulcs)
Outdoor Unit[ 2?o,p
T? volt-amps (watts)
Uther . volt-amps (Nvatts)
. ..RunaC?leulations ?
'r
a V,1!Sq11 x L17(01 l0.83 Vr1
i circuilS \ I SOU VA;ckcuii = 4r'J' CO VA
- I b8oo W n
Tutdl - 35SS3 VA
= 281400 \'n
1.c>00 VA x IQp% Ivooo vA
5533 vn x 4o1?f, 10233 V A
S,4od V A . ioa?"n = ygyoo
? ,; ,1.,n
Tutal - 49633 VA
`'? : , ?• , •,,,2.62. -lo3 AM PS
i
System. DescarYption Form (1.XarnplP ,)
3 siL•e
Address: Coniractor: I?I loGrk.le ?lec?r ? c-
W'ORK TYPF : N?W I l REpLACEMENT
I1EATING, YENTILATrON & AIR ONLITTIONZNG SYSTEM DESCRZPTIONS (seleCt 7,tein5 as
la.stQd)
]. Eurnace locat-.ion: 13???men Garage AtLic UllieL
2, Water hPater locatian: Car' Attic Other
-
3. Cnndenning UlllL location: P (lef.t) (L1CJhL)
Rear yarci ^ide a-
9. Furnaca / water-heat:er c:ap cilyc IIT
5. rue1 Lypc: Ndlura] a. tleclLi<:
G. L'urnace AfOF rating: ,U? ?
-----_?
7_ f.l,icLwork ty[?r_ : .
'} ec't mcLal C?ucL Y?uaLC!
B. Air co-?ditioncx c;??f?dc:ir_Y: ? Ton
?
9. Air r.oxl''1Lioning SEE12 raYi .
?j: 11 11 ? lA 1.5 16 ,
10. T.c,r?ali?ri oY ga5 mPter ' LOnI' yard Rpar. yard 6iae ydlci (lett.) (right)
ll _ T,oc:al_ic?n oi vcnt tettitiriaf.i n..^, tor:
(Drycr: fr.otit/rear otlict )
(Furaace: tTO11t/rc°ar ?,]d d/otheI ) .
(Water haater: Ltonr./rea /sidc yar.ci/othcr
Gtcaun_ '
c9i nq e.l pc:t t ridc
ci?,ic.lucLc?r >; zc ; ?
- •
(;coundi nq el c?c:t rncJc:?
co11ciuA:l.or, tytya: (a I umin
PLUMII7NG SXS''EM DESCRIL?'PYON (write in nkimber of fi.xCUre: helow)
DeseXiptior. lCount Des ription -? Count i)esezil?tiaiz Count
HuL i-.uhs Uri al ,
showf3L? Sha poo bc,wl s
Floor drajus Gre ?se/oil inte
L:?iandry Y.iihs r] ? r sinks
5elect size below for ht?a_1.d' ng maxn dra.
3 in?h 9 i11Cf1 6 1t1C1i
Duildinq water servico sizp: ?i inch
iai7ding xater spzvicc Lype: r.opper
WdLer? c-1ps?_ts Dis iwasheLs
LJVcaLUL'y sJ_nks Gar aqe di sposals
WhirlpC?o1 :ilbs L?ri kinq Lwintains
ELECTRIC?AL SX.^aTEM DESC:k:L
Uncir•.rqround :,cLVic:e (
Qvi?rl?a_ad SGLVlc:c. _ (__ I
5u L V 7 l:G CC>fIC?UGLUl S) LL_ ??' l um0
in
St?rvice t:on?-lucl.cfr [y?e:
Appzoved t-:y
-wa'e yrindeLs
St
C3.i do t S
LdbOrat.ory sinks _
Hul waLL-r dispet=r.s_ _ '
Wai:c:r hoat?.r-s - -
epr gackilvw cleviae5
Washcrs auturnatic:
. Sump pumps ..
1 i nrh 1k .i ncli
pvc/pla,ti.c
(writc 5 r, a:i r.u:; reqUitod and s.:l.:r.t: ] t;::jsu lioted bclaw)
.
'
'
?
hrha
1
Sing.le ??kia?c I
1 ?h?,sr. I ]
_
Nuinber of l?>l.l volt
c i L s: 3[a
_,.
Nurnher ot 240 voll' --
ci rcu i t ?i: ? ... . .. _
$CYV1ce S17.f'
?
( coppr r. J00 A w+P
1-
.
At•tac6 lo8d calcu]at:ionl-: pc)- 14EC 210
1•2 i.nch ?. i nr.h
narc
. f
FYC
Glr-r--rP_?c
_ t_y; tutTt
3oo ,4\ ?3 LP\( N_.
l O lzy c v ? ,<-1?-
2-?
I L c_?/? 4c•? ??r
?F4Gnkc
Tc• C:,1?Ci'Nu ?
;-- %r-_
A M p(n,
i31?CAti'!:[Z
('n i?. ?? r_ s? Z.?
f
.?
ik 5
_ 1?• L_;A i't?
Si_2v IC.:
:i
=i
i
:i
:i
i?
i?
?;.
.;'
? ES n- A n? 7? n ?,•? r_ ? i n ??? ?-f?, ??.e .?
?;?i j c?- _ ??T_S L??? ?•, e ? a#- ?/
1
I Z. z-
?j t{
c.?c? K r?a (-' 5 L?
? o v r ?J
"l
SF'A I? c c1
II 1 L ?
I `?? l g
i `i w
•-
(?'1) l: 1 f: l_el 2'3 714
Bc.W(`rqoi^'t 2? 24, l^C?-? j c`?•rc.?'c:,r
J
t`G' C1f'•Y' C)?'.
l , 7 22 1
_S 3c)
(
?.?Ck `.? V ? r= ? 3( 3Z
3i 3i (
3(o ?
Y
37
.3q CIO -.-?
2L16A
1
I
K
„
;
.:
„
S(? r? I Z ??re
J '?{
5 (?
? S
(I ?z -
bC;:?r?,?nT ? t 9 1?
J
n 18
Cr-1
5QPOrh??
?v r n.-.t C. e?
r Lli 5K.C:-
? i ,C0 G,
? 2.8
i 30
3( 3
33 34
3> 3c?
3 7
9 4e
TYPICAL FRONT LOAD GARAGE
A= ELEVATION OF THE GARAGE F100R
C= ELEVA110N AT THE BACK EDGE OF THE
PEDESTRIAN PATH
SLOPE = DISTANCE BETWEEN A& CX 1009? S 8.00?
WAY
-OF-WAY
NOTES:
1. ELEVATION 'B' SHALL TYPiCALLY
REFLECT A 2% SLOPE FROM THE
GARAGE FLOOR.
2. THESE ARE TYPICAL DRIVEWAY
ARRANGEMENTS. OTHER
CONFIGURATIONS CAN OCCUR
AND WILL BE REVIEWED
ON A CASE BY CASE BASIS.
1 Date:
CITY OF DUBLINTM.
ENGINEERING
TYPICAL SIDE LOAD GARAGE
B= ELEVATION OF THE DRIVEWAY
C= ELEVATION AT THE BACK EDGE OF THE
PEDESTRIAN PATH
SLOPE = DISTANCE BETWEEN B& C X 1009? S 8.009?
STANDARD DRAWING
RES/DENT/AL
DR/VEWAY SLOPE
-WAY I
'AY
SHEET 1 OF 1 ' DWG. N0. NJp-QZ
.
i
CITY OF DUBLIN
CITY OF DUBLIN
PERMIT NUMBER:
o ? - 20I04#0
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: , Pk- Lot Number: q8`/
`t Reviewer: p P
?
Address:
58 Date:
0 A .0
ITEM DESCRIPTION YES NO N/A
l Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision
for approval to the Master Grading Plan. If No, proceed with review.
2 Lot elevations match Master Grading Plan. ?
3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual
grading field verified? If Yes, proceed with review. If No, request field verification.
/
?
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. ?
5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of
the apron (for a side-loaded garage) to the rear edge of the pedestrian path.
?
6 The driveway slope is less than 8.0%. ?
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way
8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant.
9 Side yards do not exceed 3:1 slopes.
10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No,
proceed with review.
11 First floor elevation is shown (not to be verified).
12 Basement floor slab elevation is shown (not to be verified).
13 Garage floor elevation is shown (not to be verified). ?
14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. ?
15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation
for the sanitary sewer lateral.
16 Location and size of water service tap is shown and labeled. ?
17 Sanitary and storm structures are shown, labeled and match the approved construction drawings.
18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings
19 Required sidewalk and/or bike path location and size is shown and labeled.
20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. V.,
21 Tree lawn size is shown and labeled as 7 feet.
22 ] 00-year Floodplain, Floo ay, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Numb yC0/D 86 Effective Date: O$ •02 • 9'?J
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Tree protection fencing is shown, labeled and matches the approved construction drawings
25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat
26 Easements are shown, labeled and match the recorded Final Plat
27 The drawing scale is shown. VI"
28 A north arrow is shown.
29 If a corner lot, address should be for street that the front door faces.
Comments:
REVIEW RESULTS: [3I/APPROVED
? DISAPPROVED
? Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit
applications to the Division of Building Standards.
_ REVISED 1-I6-OS - DUBLINPLANA~'PROVAL REVISIONS
F ~ ~ ' , .
~
~OUNDAriON IUAII REIN~ORC~MENT MuST COMPIY WIl'N S~CTIOK 409 THES~ PIANS IUERE DESIGNED ANO ENGINEEREO TO C4h1PlY U11TH
~OUN0ATI0N IUATERPR00FING MUST COMPIY WITH SECTION q06 t 406 AlG APPIICAB~~ gu(IDING COO~S 70 ~N~ g~ST KNOIUI~DG~ OF _ ~ ~ ~ ~ w
~ ~
THE AuTHOR, THES~ CODES INCIUUE: All ElEC1RICAl EQWPhEN? AND IHSTAIlATION SHAII COMPII' UNtH THE
N.E.C. WHICN iS IN EFFECT AT THE TIME OF It'S INSTALLATION, ~ ~ J ,
1006 R~S/DENTIAL COD~' oP OH10 _ ~ ~ ~
SMOKE OE?ECT4RS 11~ST BE IOCA?ED AND INStAllEO IN ACCOROANCE B.Q,C~4. /'91 C,A.B.O. /'95 C.A.B.CJ. ~~~o
WITH SECTION ~13 NAT/ONAL E'IECTiPICA~ CODE
~ r5 All HANDRAllS AND GUARDRAIIS M~S1 COMPIY VNTH SECTION 3116.6 t 311.1 ,COCAL Bll/~l DING t ZON/NG AMENOM N ~ : ~ ~ ~°v ~o,~
„~ar#ners ~esign ~ ~
STAIR COHSTR~CTION M~ST COMPLY WITH SECTION 311.5 I ; . ,fr , i „~~w . f _ ,~i~ BUILDERS LTD. ~ ~l ~ ~ ~ ~ ~
. y. W,~ „L'.,~' s ~~~u~~~ ~
6ATHR40M VENTILATION MuST COMPLY WITH SECTION 3033 A{ ~ ~ ~ , ~ . . ~ ~ ,~=wa= ~ W I~ n ~v~
~ 2~~ ~ ~Sy.~' o, Yr~3a. I
~"tm' . ' - All OOORS AND HA~LWAYS SHAII COMPLY U11TH SECTION 311.q.i . ~s. _ . : . z -,n~
_ ~ ` ~`~t~ ~ ~ ~ ~or~~ ~axvscApe coMrRacro~ ro p~oura~,a~ov~n ~ p~ ~ ~ ~ Sl"RfE~ TRfES PfR pT1' Of DU9llN RfQUIREnENTS, 10 8E EXlSrING 510EIUALK 1 N/C RAMP EXISrS ON 51TE. COORDINATE
CRAWLSPAC~ V~N1'ILATIOK MUST COMPII' ~ITH SECTION 408 ~ 5~ , a ~ ~ ~ 6- : . .l~ ~ IOCATEO PER Sd601195lOM I GTY SP~GHCA~l4H5 aND ~0 Nf~U S10E~lAlK IOCAT/ON AS NECfSS t~TN DE~~IOPER o HAVE TRfE PROTECrKJM fENCIHG 1NSTAILEO AS NECF55ARr ~
~ All IAZIN SHAII COhIPLY WITW SECTION 308.~ G G
0~~ C~ `m~ ~ ~ ~~~C~
-~~i9~~~~-~~~ AYTIC ACCESS M~ST COMPLY WITH SECTION 806 i BOI.I CALCIILA?ING SQUARE FOOTAGE (LNIMG SPAC~J OF A SINGLE-fAMIIY RE510ENCE / ~ o ~ ) ~pq~ ~
www.ou 9.or 0, ; ( oI o l • ~ _ S~ Qt/jA~, TF'~ ~ ~
GARAGE S~PARATION 11UST COhiPIY I~TH SECTION 309.2 SQUARE P04tAGE IS hEASURED FR011 THE EXTERIOR SIOE OF THE fRAtIMG i SNEATWNG AIONG , ;~°P vo~ - ~'°%~R9~ ' . ~i~~~'~~ - ` T'~F SqN/ G~A
THE PERmE1ER OF THE HEATEO/FIHI~HED AREAS OF THE lJ1rING 5PACE. STAIRS ARE CO~INTEO ONIY ~ oNlr
AT IEAST ONE IU uNNDOI~ Ihl EACN BEDROOM SHAII COMPIY ~TN TNE ONCE IuStIAIIY ON TNE GROUNO F~OqRI, TWO-SYORY YOLI~IES ARE COUNTED ONLY ONCE IALWAYS G or~sT~ucTioN~~ AYS vl EEr ~.EV 939,55'N ~ qqrCq~~kFj
R~Q~iREMENIS 0~ SECTION 310.1 OF ~OOL RESIDEN1~41 C4DE d 4HI0 IEXCEPTION: ON THE l0~tE9T LEYEU. CHII1NEY AR;EAB ARE GENERALLY NOT COUNTED. AREAS M BASEMENiB THAT '8 THAT ~t , FLOOD.,. F ' c
St~ee11 IP A MIN. 2668 DOOR IS IOCATEO IN A BEDR0011 WHICH LEADS DIRECTLY ARE fIN15HE0 IORYWALIED 1 PAIM?ED t 5ERY4CED gY HVAC) AkE COUN?E0. EXTERIOR PORCNES, ~~~Tf~=~ - ~~ND PARKINC~ TNIS 51DE OF 51REET DURIKC~ ~Rp9`q/T~.~ ~ :s, S , E CAII CI1Y FOAES~R BEF(1R. ROUTIN~ ~ ~8' CONCRET~ SIDE~AIK q`~NQ~~'p~ m
GARAGES CRAWLSPACfS ATTICS DE~CKS AMD OTHER NON-HABITA9LB ARE45 ARE NOT COUNTE~ TO THE EX?ERiOR OP rHE BllllO(NG AT GR4uND IEVEII. ~ ~ ~ pRDER W ~ ORDER ANR INSipI~P~N p~ qjY REGUTAtb ~
ALL DIMEN510N5 CORRESPONO TO EI1'HER CENTERLfNES OF CORNERS OF AS LIVING SPACE, B~T tfAY BE LISTEC) SEPARATELT. ~`F ~ .._-W--W--~"' i ° ~~'~i~TFR ~ .~Bs n _ _ _ - ' - _ ` ° ~ F~, ~
WoOD ~RAMING I~NGTHS ANDIOR FENEStRATION. rNE,aeovE s~~r~fEMr con~c~s urrN,axsc z~« ~~ox,~l Sr,aNO,a,eos ri94n FX g'-35 _9~ ~ j.~ Y ESPlr ~ o CURB ORA/N ql~ ~ `~~F~•9~ ~~,.......---~4- - _ _ _ - - ~ - f a SrG ~1G!~Ao o \ ~ 1.'C. - 93Y~' _ ~
._„~•~„v.. _ ~ - o o o o . s'9 . " H o ~ ~
EXTERIOR IdAllS MEASURED i' / INTERI4R WA11811EASqREO 3.5' UNLESS N4TED. MT o-----+o--=--a = e~ FLEY~q39~ w 1' S10EUlAlK f5 ~ ANNDIE I r' ~ ~q J ~ x , W ~ ~ ~ , o
I Q_ - "1O`' ~ rC. = 931.8~4 ~ ~ aq W ? _ 's~~\ ~ q ~~O ~ M + ' `
tllAll BRACiNG: PER A.P.A. GIlIOEIINES, EX?ERIOR SHEATNINfs OF STR~CTURE TO BE MIN. ~ _
' r' C ci Information ~ ~ - So~l ~ea in a a A r~~ P R g ~ ~ x8 1/16 0.5.8. SHEATHING OYERIAPPING $ANO 80ARD5 NO lED E 8~~~ I~ - `i' ~ i~ yg o _ ?0' DRAlNAGE ESMr _ ~ ~ o ~ , a ' q - - " ~ '~`~cF MANHOIE j
All caxrete laundation wall footere and at ade are des~ ned G~I~ELfNES. SEE STRIJCTURAI SHEET FOR NARROW-WAII I SHEAININ(s/NAIIING DETAIIS. ~q~~ INSPECiIbN~UNE 1t}` a , p~ P 9 )N, UNE 1t}`~ ° , LIN~ ~ ~ ~ 'ECilON _ j ~ i ~4 ~ 25' BLO~C - ~ ~ ~ ` \Fs TC. = 9~0.? ~ m g g~r ~ ,f ~ ~ ~
to the ~dlauin sal 6earin ca aatiea baeed u on e neer SCHEOU~f INSPECta~N 9 9 D P ~ ~9 repats received from Dela~ara county a development engineera All FL04RJOISTS AND STR~CTURAL l~1BER 111NINUM t2 SOUTHERN 1'EIlOW PINE W W~ ~'re I i ~~j,Q ~ F I
° I I r~ii r ~ ,r ~ ~ 62,1~4 0 ~ A N ~i ~
1500psi R.~.~. ~06 minimum assumed OR BETT~R IINIESS NOTEO OTHERIUISE. , o ~ ~ y~~~9 , ~9;3 ;f ` - .l 5 5~A~H ~AP I ~
2000 si er eotechnical re ort attached IST FlR = 9q5.1' I~ p p 9 p l ~ 4 .14 , , .61 E.O.~EI~FY~f93?,1' o ,i I ~ , . _ ~ ' I~
Al10THER LUM6ER MINI11uM ~2 CANADIAN SPECI~S SPRUCE-AfNE-FIR, 2500psi per eotechnical report (attached) _ ~ I l g - - - - - TOP FO~NOAtfON 9~q.1 J _ I~.00' ~ , ; - . . . Z ~30' ~0 U 0 ~ ; ~ o ......i,.'.' 3' C4NC ~'~~ol ~1r ~ ~~NI~~~N ~
hni I r att ch iK a" BEl01ll 1f.0.f ~ 3000psi per geotec ca eport ( a ed) ~GE M _ ~ o ZON i ~ , IUAIK X~ ~ r • ~ APP
All HEADERS IN EXT~~OR IVAIIS TO BE MINIII~M 2-?~(G OR AS NOTEO ON FLOORPIAN, - --~INISH GRADE - 943.1 W o ' ~ j 1' ~ ~'p1ER IINE , .~~j ~ ~ ~ 3/4" ~ ATER ~ RV • ~
See toundation detada p Od-ORC by Shepherd Excavatmg fW~lhaa P~zzino, PE) date 6/21/OG Pa reinface~ent ld necessarg). ALL l~MBER IS TO BE GRAOfD AND MARKEO VNTH TNE APPROPRlATE (~RADE S1AI1P. o J ~ ~ ~ ~ .33 q E~ 1~~
~ ..A ~'t~ ~ s-~:::- -~,2 O ~ Y9 .1/' ~ Ir'"
~ t0~~ ~ ~ ~ ~ , ~@B ~ ~o i~s~ ~1E0 N G~ ~ ~1;-- I~ p yIl r _ 1~ ~ { (~Y~ CD Ty~j_t EIEy 9l0, ~ O ~ 1
All ~OOTINGS ARE 16 WIQE X 8 nEEP UNlESS NOTEO OTHERWISE. PROYIDE D(1 x BRIOGING AT MIOSPAN OF All ~L40RJOIST SPANS OVER 10-0', t 1ALLE~ $TP MUST 6E~~TAR10F ANV CON ~Ni ta~t~6 ?~fl ~~s~ ~U~s~o~r... : ~ o' 'r ~ ~ ~ - ~ tURN-AROUND ~ PER R~~ ~ ~5 pF ANr coN ECtiON x~ c; ; ~ ~ " ~ O W ~ ~ ~tARt ~ ~ o i~ i , . ` ~ PER BWlOER ~ ~ ~ ia ~ ~ ~ ~ ~
PRIOR t~ S ING DN~S16N FOR ~ All PLANN ,NING DN~S16N FOR IN5P ~I J ~ J 1 0'¢ ~ C7 ~ zi ip ~m \
TO TfE FOOTINGS OF nIFFERENT IEYELS TOGETHER, HOID HIGN FOOtINGS ALL INTERIOR NOK-BEARING HEADFRS ARE 2X4 STUO (F1AT). ~ c D ~a 10, ~ ~ ~ ~ ~ ~fi~ I`°'
BACK FROM l4lVER IEVEIS. USE POURED IINTEIS TO BRIQGE 1 TIE. o0 zp , , ~o~~~ ~ ~ o t~, C~ ~ , . _ , ~ ~ ~ l W I ~ v1 ~
PROVIDE MINIMqM 1-2~4 STUDS AT All BEARING POINTS UNLESS NOTED OTHERVNSE. , ; : 40.'~l ~i ~ 'o ~ o , LA9'!.~~'; a~l ^ , . . . ~ °5 ~ rn
All ~OOTING DESIGNS ARE BASED 4N MIN. IS00 PSI SOIL ~EARING PER aued ca~crete ~a~ p ~ • ,.....__.443 j ~ 40.11' ~ - l0' 3 a5.13' ` ~
R410.4.1 ~NIESS ACT~AL SITE ENGINEER(NG CONDITIONS ARE PROVIDED AlL Ul MEM ER EAMS ARE TO BE NAIIED 10GETHER WITH Z ROWS OF IGP a per ~pecifkat~ons il TIPIE B B ~ ~ ~ ~
~ NAIIS fTOP AND BOTT4M) SPACED EYERY 11' ON CENTER. All FOOTINGS ARE ?0 BE PIACED ON ~NDISTUR6E0 SOII ~OCATED I ON CONC B. 39~ ~/C ~T,?d.~, , 3 CAR GARAGE ~ ~ li`~ I~-" r ~ ~ ; , ~ ~ oi ~ V o ~ 25,9i v o ~~'h I ' 3~ ° ~ rn~rm~i !0 ~ '
B~IOW TNE FROST IINE DICIATED ~Y THE C4NSTRqCTION LOCATION. 6SMt SlAB = 936,6' I ~ b ~ ~ ~ b 4 ~ t7 ` ~
~ PROVIDE 54UD BIOCKING BELOW AlL BEARING PO1NtS fCRIlSN ZONE51, ~ _ , _ , _ , TOP FOOTER - 936.1 I ~ ~ p~~y~' ~1.95 ~ 1~,~PROP'S~~INE4~0~~ ~j~ Z'~ rn~ y V ~ ~ : ~ ~ ° ~ ~ i , . - o J m ~ ~ ,
DELA(UARE CDUNTY, ON - 36 1ICK/NG COUNYY, OH - 31 ~ __i a D~ o ~ - ~ n .....~..w.~ ~ r Q 61~~M~ ~ r, , O a.,,,,,~..~.-.....° ~ ~v , ~
_ , _ . _ ~~A l~ Me~ - ~i UwON COIINTY, OH - 3~ MAD/SON COUN~Y, ON 30 ROOF TRUSSES, MANUFAC?~REO BEAh5, AND All OTHER PRE C4NSTRUCTED MATE Als _ , _ , FAOM AI~M ~ FAOM PUBLIG f~O.W. ~ . S~ o ~ ~ o;. ~ i.oo i4.ao ~ I
. fRANKLIN COUNTY, OH - 3? KNOX COUNTY, ON - 30 ARE DESIGHED AND ENGIKEERED BT TH~ MANl1PACTURER. pl,ANNIt~ t~ ~ CALL PLANNIPI~ t1M y--- ~ 86 l~ ~ q~ ~ 9~ m
MAX, uNBAIANGED Flll FOR STANOARD 8'-0' HIGM X 8' IUIDE CONCRETE AYOID Fl00RJ01STS OIRECTLY BELOW PLUMBING DRAIKS. ~ ~ ~ ~ ~ ~
WAII (UKREINFORC~DI IS 1'-0' ABOVE CONCRETE S1AB. ~ DRIV~IUAY 1 tURN ~,POUND SIZE t$I{AP~ r L~J 0
0SE OP METAL NANGERS M~S? 6E IN CONFORMANCE WiTH MANUFACT~RERS RECOhMEN0ATI0KS. Totd Imp~rvbus surfae area = 5465 SQFT $ S FT $ 5U6JECT t0 CXANGE PER ~IRISCJJCTION REQtIIREMENTS m ~ ~ ~ Q
lUA?~RPRaOF / DAMPPR00~ PER IOCAI COD~. Total 1ot c~ea =16,698 sqft sqft LOT AREA= .389 ACRES E1~GI]VF,ERIN ° ~
CONIRACTORS SITE YERIfY ALL DI~ENSI4NS ANO REP4R1 ANY DISCREPANCIES UNTH % covera e(a9owable Is <60%) = 3272% LAIUN AREA = 12,2115Q.,~T. ~ro~rpt~~'~cE ~ ,
GRAO~ IS TO BE 8' OR MORE 6ElOW TOP OF FO~NDATIOK. SIOPIKG AWAY ~ THE PLANS TO THE JOB 511PERVISOR OR A~THOR OF THE PI.ANS INMEDIA?ELY ~ ~~.~l~ City of Dutilin ~ ~
FROM TH~ HOUSE MIN. 6' FAII IN FIRST 10'-0". SCAI.E : I" = 20'-Op ADJACENT PROP~RTY TO SDUTH ApPROVED AS NQTED ; Q
DESIGN LIVE lOAnS: 40 PSF FIRST FLOOR Totd d~veway s~rface area =1317 SQFT Q~r - - - ~PPo2~~l•og lll ~
BASEMENT FO~NQATION WAIIS ARE TO B~ e'-0' WIGW X 8' THICK POURED Totd fron~~t yard area = 8043 S~FT ~ S~FT ~'INISH GRADE EI~V. = 993.5' C ~
CONCRETE (MIN. 3000 PSI COMPRESSIYE STRENGTHI OR BE?1ER q.N.O. 30 PS~ SEC4ND ~100R SIEEPING RMS (EXCEPT COluM6uS1 % covera e(aGowable is <35%1 =1b,37% ~ ~ PROf'03~D - TWE f%4SLAM R~S/D~NC~ - J0~ ~89? fIRST flR. ~lEf! = 995.5~ ~ ~
40 PSF SECONO F100R SLEEPING RM5 IN CITY OF C4lUi1B~S ° 58?l G~ENDAVON ,COOP zONING ~r~~,~~a~~ BALLEN7RAE SUBDI~IS/ON ~p~~4~~~ ~~~7 ~ I
SE~ R~INFORCEMENT NOTES ON F011NOATION PLAN fIF NECESSARY} Total Ihec~r ft curb cut(s) = 20 LF F S~CT/ON 6-PARl LOT 984 ~~j ~ ~
~ ~6 PS~ ROOF FRAMING iSNOW lOAp(NGf Total Ihec~r ft curb = 265 LF ,F PARCEL /D #?74-00/19~-00 ~~~~s~, ~~ln I
HORIlONTAI CONCRETE SIABS IFlATV10RKl ARE TO BE A1R-EKrRAINED 9 THICK fDESIGN TO WITHStAND 80 MPN lU(ND lOAD) ~ DUB~IN-lUASH TlUf' (H/LLIARD ~.S.D,1 ~
, % cut (a~awable ~ <40° ol = 7, 54% POIlREO CONCRETE I~~00 PSI COMPRESSNE STR~NGTNI ON M~. ~ GRAVEI Flll. ~ fRANK~IN COUNrY OH Revised 1/16/OS house flipped, site plan revisiotzs/notes added
fROST D~PTH = MIN. 3~' ~19JfCT l01'ER~NIE DAMAGE CONDIJIONS = rES #~~i~des h~o~se ~~e a s;deWp~s i~~i ~eody ;~S~aaed vy othe~si othe~s/ PLATBOOK /08 PAGE 9/-92 perDublin'splanrevlewrec'vd 1/1b/OS ~~ya O ~
SEISMIC ZONE' =1 5U6JECT TO DECAY COND/TIONS = 1'ES PnD job 842Haslam resldence ~ bZ ~ ~
I~EATHER/NG = SEYERE ~llNTER D~5/GN T~MP. DEGR fARH. Ballantr~e subd~vlsion ~84 X~ ~ ~
S
Revise d 2/ 7/ O S - minor typos correcte d perzoning N3 2 ~ ~
REV # DATE DESCRIPTION OF CHAKG~S
_ _ lo~ 484 Ol 9 21-01 pREIfM. D~51(~N PIANS ORAFT UP 1GA(VA fROM OUSE 3$ ~ ~ MN ~E ~~~~N f/R9T 0' RUN H ~ ` ~ ~ ~
9~~~ ~ I
02 10-Il-OI PRELfM DESIGK R~VISION ~I - - ~ ~ear ~ GAH-9dti3.1 PROY/DE ER05lON CONTROL (S1L T fENCE 0~' EQU/V1 ~
03 10 2~ Ol PREL(M DESIGN REVISION 2 E~~~~=~40.0 3' r AROUND CONST~'llCTION AREAS l IYEARE51' PR4P L/NES ~ l~ ~ Q
0~ II-B-Ol PREIIM D~SIGN REYISION ~3 g ~
'0 4~ 0.~1' BIIILD~R TO MA/NTA/N ER0510N PROTECT/ON THROUG HOUT Bl!lCD/NG PROCESS d ~(~.d~b~ F/ECD MOD/f/CAT/ONS JY~{Y dE NECESSARY r0 LOC~4T/0NS SH4/UN AS COND/T/ONS REQU/RE .~'~Olb ~
05 II-19-01 PRELIM DESIGK REViSION ~4 ou~uH . ~ ~~~2
p~ II-29-01 CONSTR~CTION DIUG DRA~T-uP ~ ¢ S/TE i'LAN t~LEV,4T/ONS ARE SUBJECT TO REy/EfU BY DEYE~OI'~R t ~ ~~~d
Ol I-8-48 CONSTRl1CTI0N DWG REVI510N ~I srq,~ BUICD/NG D~PT'9 AND MAY REQU/RE ALTERATIDNS fOR PERMIr APPROVALS ~
.~r33 GRADE CONTOUR ~IN~'S Ak'E BASED ON DEYELOPER'S I HEREBY CERTI~Y THAT THE a
08 I-Ib-08 CONSTR~CTIOK DIllG REVISION ~1 EA'G/NEER/NG t OR/G/NAL S/tE ELFVATJONS QS PRO~IDED GRRDE EIEVATIONS SHOWN ON
- u ~C11,~O141 B~~T Oq 2-1 08 CONST~UCTION DWG REVI510N 3 ~r4LL~4NTR.4~ THIS PIOT PLAN ARE THE
~l/~01Y/~/ON ~ MA/LBOX ~ L/GWT POST TO 6E COC~4TED PER
~ g SUBDIy/S/ON OR JUR/SDICt/ON RESUIT OF aN ~~~S BUIIT° SURUEY
~ ~ N PERFORM~O ON m ~ ~ ~ ~ ~ ~ ~
~ ~ l0T ~e4 g ~ W f,LOOD HAZ~RD ZON~ "X' ~OUTS/DE 0~ l00 YR F~OODPCA/NJ ~
~C ~ J - v v - Z Z ~ ~ ACCORD/NG TO fE'lJERAL EMERG~NCY MANAGE~I~NT AG~NCY f.I.RM M,4P cn ~
o ~ ~ ~ - a ~P~011 ~OYI~ ~ 0'V~ COMMUNItY PANEL ~390,9C0/09G ~~'OM AUGUST 1995 SURVEYOR OR BUIIDER SIGNATURE DTqTE' ~ O O~ O tJ
Q ~ 0 r- ~ o ~ c~e,~ -rEnPr~ ~v ~ I 0 ~ ~ ~
~ ! COV~R SH~ET SITE PLAN t D/SCLA/MERS ALLAMJR4E f~,4 ~ . PER APPROYED SU80/~/S/ON f'LANS PRO~IDED BY EYANS, M~CN/VAR7; HAMBIETON t TILTON, INC. N~°' o
B ~ ~ Dete Salea t Marketing ~ fOUNDA ll4N / BASEMENT PIAN ~ C O H S U L T/ N G E N G/ N~~ R S t S U R Y E Y O R S ~ I 7 0 M I I L S T, G A W A N N A, O H/ 0 4 3 2 3 0 6/ 9- f 7 1- 5 1 5 0 0 p~- = N~- ~
~ ~ ~ ~
` 3 F/RS r FL OOR PL,4N HlLLIARO Date Production
ii
9 SECO/VD FL 00R PLAN . LDCATEON MAP Date Client.. CRADE ELEYAT/ONS ARE EST/MATES CAL CUL ATEl7 fROK rHE PLANS PROY/DED T r~.~~~~ O ApP~,I.~.Z;r pA~;
S EXlER/OR ELEVAT/ONS t DElA/LS NOT TO SCALE BY THE DEVELOPEK' I APPROVED BY THE COUNTY JlIR/5p/C110N OPAM • CIV SEPARAIE G`ilidtRIIC ASSPC'ATIOW ~
mm APPPOVf co
L ROOF PZAN E J`11SG P.PPLICAi'l l"•;:r~~.~, ~ ~
1 BUILD/NG E SrA/R SECTIOMSJ ~i~" ~
8 fL OORJO/S r i STRUCTURAL La YDUTS
~
I REVISED I -16-OS - DUBLINPLANAPPROVAL REVISIDNS
FOUNDATIOK WAII REINFORCEMENT M~ST COMPLY WITH SECTION 404 ~ ~
~ TN~S~ PIANS WERE D~SIGN~D AKD ~NGIN~~RED TO COMPI WITH Y
FO~NDATIOK WATERPROOPING M~ST COMPLY WITH SECTION 406 i 90L All APPUCABL~ g~IIDING CODES 14 TH~ ~~SY KNOWLEDG~ OF = 3 A~ y~~ si s, ~ y~t`{~1
S 5 : S ~I1 ~ • ~ ~(R,~!
All EIECTRICAI EQUIPMENT ANO INSrAllAT14N SHA~I C4MPLY WITH THE TN~ A~THOR. TN~S~ COD~S INCIUD~: 1 i~£ ff f ~i~ ~ I'I ~ ~ LLI~V f y W f i 1
N.E.C. WHICH 15 IN EFFECT AT THE TIME OF IT'S INSTALLATION. I ~ s£ i. s~3~ 3~~ i~ ~ f # - _ 5~;~#i : ~ ~i ~3 V J ~ M r r a
2006 RES/DENT/A~ CODE ol' OH/0 1 • t~ ~ ~ f t ss€~i~ rkS. ~ d~ 1~~,. fs~ E 1 L~~ ~
, tt! v SMOKE DETECTORS M~ST BE IOCATED AND INSTAIIED IN ACC4RDANCE ~ D.C.A. / 92 C.A.~.O. /'95 C.A,~ O. :t£ £ £ r : ~ ~ ~ O ~ ~ ~£f= £ S s yf fi££
~ WITH SECTIOK 313 ~ ~ NA T/ONAL ELE CTiP/CAL CODE f t(; t} J ;~i; £i: u O
~ $Yi " €fs : ~(sY 4 ~f ~ ~ N ~ e~~y7J £ ~ ~5 ~ I O ~ ;ff D S ~ ~
~ t~4 All HANDRAIIS AND G~ARDRAIIS M~Sr COMPLY WI?H SEC?IOK 311.6,G i 311,1 ~OCAL BUI~D/NG l ZONING AMENDIYEN~S
~t, - STAIR CONSTRUCTION MuST COMPLY WITH SECTION 311.5 ~ ,<<<.. , s a , ~rtners ~~sign E~~r t:._'y ~ r=.. ' p(~ 4 N b~~~ BUILD~RB LTD. N o,~ ~
~ ~ ~ ~ . . ~ ~ ~wa~l ~
~ ~ . , , ~ : 4 8A?HRO~M V~NtILAtION M~Sr COMPLY WITH SEC1'ION 3033 ~ < ~ ~:a ~ , ~ F
~ ~O C~ ~ a ~ , . ~ W ~ ~
M~ All DOORS AN~ HAL~WAYS SHAII COMPII' WITH SECTION 311.4.1 ~'~s ~ L1: ~ ~`~a 4 ~ ~W~ ~ ~
^ ~ ~ ~ ~ ~ ~ ~ ~ , z , ~a~v ~
4. CRAWISPAC~ Y~Nl'IIATI~N M~S? COMPIY WITN S~CTI~N 408 ° - ~ ` ~ ~ ~
~ :L~ ~ ~ ~ NOl'E.~ lAND5CAPE CONTR~CTOR r0 PROYIDE APPROVEO ~ 5l'REfT 1'REES PER aTr Of DU6UN REQWREMENT$ TO BE ~XISTING 51DElU,4LK l X/C RAMP EXlSTS ON SIT~ COORDIX~4TE O^' ~
All GLAZING SHAII COMPLY WITH SECTION 308.4
A??IC ACCESS MuST C011P1 WItH S~C?ION e0G t 801.1 '~~Q'~~~'~7~ Y NAV~~ RE~ P~Oj~ ~~N fE ~G N9TAl~ D~S N~C SSARY NEV! S1DEUlALK IOCAtlON AS N~CESS V~tN DEVEIOPER ~~~M O~
www.ou s.ar CALC~LATIN4 SQ~ARE F04TAf~E fINING SPACEf OF A 51NGLE-FAMILY RESIDENCE o°',~,% ~ ~ g~~
ARA E SEPA ATIO M~ G G R K ST COMPLY WITH SECTION 309.1 0,% ~ ~ O ~ / ~ Q 9
~ SQUARE FDOIAGE IS 11EAS~RED FR011 ?HE EXiERIOR SlDE OP 7HE FRAMING t SHEAiWNG AlON6 LON6 ~C~''' , j'~~ C~ 1 ~O • • ~ G ~ ~'•a
THE PERIMETER OF THE HEATE~/~FIIUSHED AREAS OF THE LIYING SP ACE. ST,~RS ARE CO~NTED ONLY A? LEAST ONE IU WINDOW fN EACN BEDR00115HA1G C011PLY WI~H THE ONCE NSUALIY ON THE GROUN~ ~LOORI. TWO-510RY YOlUt1E5 ARE COUNTED ONIY ONCE (AIUAYS ITED ONLY ; ,¢0 /('/D~ ~ . ~ \ ~c^~p F~
R~Q~IREhEN?S OP S~CTION 314J OF 240~ RESID~NTIAI CODE d OHIO IEXCEP?ION: ON TIiE LOWES? LEVEIi. CHmNE~( AREAS ARE GENERALIY NOT CO~NTED. AREAS IN B EME A5 NTS THAT ~~Ars G~~N~~"~ - - - ~ ~~9 1ENTS THAT ~ ~ ~
IF A MIN.1d6B 600R IS LOCATED M A BEDROOM WHICH LEADS OIRE TL ~ Y ARE HNI5HE0 I~RYWALLED t PAIN'TED ! SERVICED BY HYaCI ARE CONiTED. T EX ERIOR PORCHES, ~ ~~~tiy~92G 1 0+ ;CHES, ~ srR~Fr , ~~OOD STR~ET DURI~IG CONSTRUCYION~~ ~IEV 93~5~~ ~
TO THE EXT~RIOR OF THE 9WlDING AT GRO~ND LEVEL). GAR,4GES, CRAWLSPACES, A111CS~ DECKS AND OTHER NON-HABI1ABlE AREaS ARE NO? CO~NTED 1NTED ~~NO PARKI~IG 7HIS SIDE ~F \ ~G~4'~ 'V
AS l1VING SPACE, 9~111AY BE II~tED SEPARA?EIY. All DIMENSIONS CORR~SPOND TO EJtHER CEN?ERIIN~S 0~ CORN~RS 0~ ROUTING 48~ CONCRETE 51DEVIALK 2oC9~v~.,~~ !
W000 fRAMING L~NGtHS AND/OR FEN~S?RATION. o F~ pER qTY REGUTAiI ~ o
~NE,460VE SFAJ'E1fENt C01lPlllES ~YtN A.X.S,I Z1~S NAflONAL S~i4NDARDS (l9911. . o/°~ ~ ~ ~ ,~y~ ~ ,p ~
EXTERIOR WALIS MEASIJRED / fNTERIOR WALIS hIEAS~REO 3.5' ~NLESS NO?E0. FXF~~ 33% ~M~ ~(SrG I~IGHIUAo E5M o-.~~ ~ r~~~ 3R9.fN 9cp92 c~'?i o~
9~0~ _ Q-,- I - -a =~r o ° - ° ° . ~''90 ~ • ~ ~ O ~ p ~ o
WALL BRACING: PER APA. G~IDELINES, EXTERIOR SHEATHING 4F STRUCTIIR~ TO BE 111N. snr - o~ 6, «vo~4c ~ J 510EWAlK E~~ANNOIE I r I ~4 w E G F`
Soil Bearin Ca acit Information ~ g p y 4 x8 1/IG O,S,B, SHPAtHING OYERLAPPING BAND B4ARDS AND NAI~ED P~R : 9 lB'o ~ ~ 8v W ~ / f^ ~ ~ T.~ 3 9 w o `r6.~ o ~ ~i m
All concrete loundatwn walle, ~ooters, and po6t pade are deeigned GIIIDEIIKES. 5E~ 8?R~CrIlRAL SHEE? P4R KARR4W-WAII 1 SHEATHING/KAIIING DETAIIS. ~ ~e o ?p~ pR,qlNAG~ ~511T _ _ - - - - ~ ~ ~ 9s~
to the ~ollo~ing sal bearing capacities based upon angineermg repate received from Delaware county a development engineers. ~'3%' I _ _ ~ ' i , _ a _ ~t
All P100RJOISTS ANQ STR~CT~RAL l~n6ER MIWMI111 p2 SO~THERN YEIIOW PINE ° ~ ~ 15' SLDG 11NE ~ - - -~d+~~ ~IANHOIE' o , ~ ~ _ $ ~ ~ ~ ~ - ~ry ~ ~ T.~ = 9l0.1~~ ~ o
~~500psi R,~.~, ~06 minimum assumed OR BETTER UNlESS NOTED OTHERWISE. ~G o ~ ~ ~4 ~ ~ ' I ~ ~ ~ m~ 19.3' i4. o ~
2000psi per geotechnical report (attached IST ~lR = 945.1' 1
2500 SI @C eotechnical r AlL OTHER L~MBER MINIM~M ~Z CANADIAN SPECIES SPR~CE-PINE-FIR. [ ] p p g eport (attached) ~ ~1!,EV. ° - ~ 5 N. ~IER TAP ~ ~ 9~ ~ S~ ilfra I I
- - - - TOP ~O~NDATI4N = 9q4.1' 3000psi per geotechnical report attached e° BEL(0~ T.O.F ~ [ I ~N 4,~' ° 41.14' I - f.0. E~ = 931, T o I
All HEADERS IN EXTERIOR WALLS T4 BE hINIhI~M 1-2XL OR A5 N4TED ON Fl00RPLAN. FGE M ____--~~KIS = ' N GRbD~ Rq3.l I I~' i L.00' ~ 0~ D~ CONS ~T/ON ~ Z ~ ~3a ~NO , ~Q~ ~ ~ ~ - - ~ ~1 ~~,,~aar ENr,ea~ ~
See ~oundation detade pa e OL-ORC by Shepherd ~xcavating . fWdliam Pimno, P~l date G/41/OG fa reir~acement (d necessarg). ALL IUMBER 15 TO BE GRADED ANO MARKED W ~ ION / - ~ O
ITH THE APPROPRIATE GRADE STAMP. 0 ; i~ ; o~ - , 3 A p X` W = ~ m~ • ~4~ • qTER SERV~ -
; ~ - ~ ; i ~i 1 , WK ~ o ~ i 3 a, ~ .,i; , n,,
All F00?INGS AR~ IG' WIOE X 8' DEEP ~NIESS NO?~D 4?HERWISE. PROVIDE I?(2 'X' BRIDWNG AT hIDSPAN OF ALL Pl00RJ41ST SPANS OYER 10'-0'. w ~ - o E~y' U N w - ~ I~ ml ~ N ~ O
O W N ~ ° ; io ~i ~ _ ' ~i _ ~ ~xT~ EL~V ffp ~ ~ ~ o A~ _ e ~ IlNO ~ NO ~
TO TIE FOOTINGS OF OIFFERENT LE4ELS TOGETHER, H4LD HIGH f04TIHGS AlL INT~RIOR NON-~~ARfNG H~ADERS AR~ 2X4 ST~D i~lATf. ~ 6ACK FROM LOWER LEVEIS. ~SE PO~RED IINTEIS TO BRIDGE t TIE. ~ ~ ~ ~ I O E 3 0; +i~ il ~ t~R~~~IIOER ~ , cj ~
PROYID~ MINIMqM 1-ZX4 5?UDS A? All BEARING POINTS uN~ESS NO?ED OTHERWISE. Al~ F00?fNG D~91GNS AR~ BAS~D ON MIN.1540 PSI 94f1 BEARfNG PER ~ o z!~ id I~i ~ li ~ l ~ ~ O ~ i~ ~p,p ~ a ~ FG I Z
R~10.~1 UNL~SS ACr~AI SITE ENGIN~ERING CONDIrIONS AR~ PROVfDEO paired ca~crete wall z o - ~ u 20.L _ ~ ~ 9y ~ - o ,
A~I. Mql?IPI~ hEMBER BEAMS AR~ ?0 ~E NAIIED ?4GE?HER WITH 1 ROWS 0~ I~P a per speaficatia~b ~i ~ o o ~ ~~,~r., ; s~a flooR Q ; = -s \
- ALG FOOTfNGS AR~ TO BE PIAC~D ON uNDISTUR~ED SOII IOCATED NAIIS I?OP AND BOt14M) SPACED EVERY IZ" 4N CEN7ER. i 11' w_ ~ 1___ 9~~:?=- , m Y I~-~ ~ O o ~o. ~ ~ - I , U
9ElOW THE fR05T LINE DICTATED BY TN~ CONSTR~CTION L4CATION. , ~ ~ COY PRCH 38,9~' A/C ~W? 1~, ARAGE o ~ A~~ ~
PROVID~ SOLID 6L4CKIN BEl4W A L 6 _ BSMT SLAB = 936.6 G l EARING POIK?5 ICR~SH ZONESI. ~ ~ ~ ON CONC 61A9 ~ 3 CAR G o I Z5.94' I-~~. ~ ,i o 0~, '0 m \ I
~ rop ~oor~R = 93c.i • D~LAIUAR~ C011NTY ON = 3~' UCK/NG CDIlNTY, ON = 3?' t~ ,t' I ~o~ ~ A b ' b > ~ ~ ~ ~ z'~' ~I ~ ~ V
~ l1NlON CO(lNTY, OH = 3~' MAD150N COUNrY, ON = 30' ROOF TR~b5E5, MANUFACTIIRED @EAMS, AND All OTHER PRE-CONbTR~CTED 11ATERIAlS I - 1.95 ~ P~2~P~D CEOI~DT~ 'y O - ~ ~ ~ 0 .Z p ~ UN o I ~I~ ' ~ ~
fRANKLIN CDIINTY, OH = 3?' KNOX COUNTY, OH = 30' ARE DESIGNED aND ENGINEERED BY THE MAN~FACT~RER. I ' I r' p • ; °D I ~~n ~ ~ I I I ~ O ` Q
o ~ ~ _ ~50.~~~ , ° ~ ~y 1.00' I~{.00' ~
MAX. UNgAI.ANCED Flll ~OR STANDARD e'-0' HIGH X 8' WIDE CONCRET~ AVOID Fl40RJ015T5 DIRECTIY BEl4W PL~1181NG DRAINS. ..~1-.. S 8~°-l~ 13 ° ~ ~ 9~
WAII (uNREINFORCED) IS 1'-4" ABOYE CONCR~TE SLAB. q~J ~ ~~1 c~ `'v' ~ W
~SE OF 11ETAl HANGERS N~9? BE IN CONFORhANCE UNTH 11AN~FACT~RERS RECOMflENDATf4N5. Total ervbus surface area = 5465 SQFT ~ S5 ~ y 0.~ ~ti - ~ O SQFT ti~ ORI~ElVAY I tURN AROIIND SIIE' I SNAPE x m ~
WAT~RPR00~ / DAMPPROOF P~R LOCA~ Od~ C .
Total b~t area =16,698 sqft , CANTRACTORS SIT~ V~RIFY All DIMEKSI4NS AND REPORT AN'f DISCREPANCIES WITH _ . ~98 sqft SU9JE'CT TO CHANG~ PER Jl1RISDICtION REQIIIRE~IENTS m 3 ~
GRAD~ IS TO B~ 8 4R MORE BEl4W TOP OF FO~NDATI4N. SLOPING AWAI' / cov~rage (anowable Is 60%1 - 32J2/. ~ TH~ PLANS TO TN~ J09 S~PERVI50R OR A~TH4R OF THE PLANS fMMEDIAT~IY 72~ LOT AR~A= .389 ACRES ~ 1°~ ~ Z~~6 Z J
FROM TH~ HO~S~ MfN. 6~All IN FIRST 10 -0 . LAI~N AR~A = !?,~rr sa.~r. ~,pti ~ ~
~ D~SIGK LIV~ LOADS: 40 PSP FIRST F100R Totd dMveway surface aea =1317 SQFT , Slt~ pLAN Q SQFT , ~ 2~$ W ~
BASEMENT FOUKDAT(4N WAIIS ARE TO BE B-0 NIGN X 8 THICK PO~REO ~ _ Total fr ont yprd area 6043 SQFT 43 SQFT scA~~ : I" ~ 2o'-oN ADJACENT PROPERTY TO SDUTN a~ p~ ~ ~
CONCRETE fMIN. 3000 PSI COMPRESSIVE STRENGTHIOR BETTER ~.N.O. . , , 30 PSF SECOND ~LOOR SLEEPIN6 Rh15 (EXCEP? COl~M8~81 cov~rage (albwable Is <35/I =16,37/. 2 ?7%
q0 PSP SECOND FL04R SIEEPIN4 RMS IN CI?Y OP COlqhgllS PROP05FD - rHE HASL,4M RES/DENCE - JOB #8~? f1N1SH GRADE EIEV. = 9~,~.5' ~q~~'$'(~ ~
SE~ R~INFORC~fl~Nr NO?~S ON FO~NDATION PLAN II~ N~CESSARYI Totd drnear ft curb cut(sl = 20 LF
LF 59?J G~ENDAYON ~OOP fIRST fLR EIEY, = 9~5.5 D~~~ ~ BALLENTRAE SUBD/Y/5/ON ' ~
H4RIi4N1Al CONCRETE SLA6S I~lA1WORKl ARE ?4 BE AIR-E ' ~6 PS~ R00~ FRAMING (SNOW lOADfNGI Total hrnear ft curb = 265 LF . NTRAINED ~ 7HICK ~ iD~SIGN TO WITHSTAND 80 MPH WIND LOADI . _ . i LF I HEREBY CERTI~Y THAT TNE I ~ 5~cr~onr ~-PA,er i i~or ~a~ GRADE ELEVATIONS SHOWN ON E~'~~`'~E~m}cc°~~~~~nnr~ ,~I ~ ~
POURED COHCRE?E 13~00 PSI C4MPRESSIYE STRENf~TH) ON hIN. ~ GRkV~I. ~Ill. cut ((dlowable Is 40/1 - 7,54/. 4~ PARCEL /D ~?79-00!?94-00 City of Bublin 1 Z
fROST DEPTH = M/N. 3~' SU9JECr r01'ERM(rE DAIfAGE CONDII'IONS =?'E'S *~~~e~s ho~se dr~~e & sidewa/ks ('mc/ a/~eady iristo/%d by o~he~s/ DUB~IN-IU,4SH T1UP (H/LL/ARO L.S.D.J THIS PIOT PLAN ARE THE ' ~ b ~ ~y o~he~s/ APPROVED AS NOTED ~ 0/G
5~IS111C ZONE SU9J~CT r0 DECAr CONDItIONS = YES fRANKI~IN COUNrY, OH RESULT Of AN °AS BUIIT° SURVEY ~ p P Q~ , 0~ ~ ~ ~
IUEATNERING = SEYERE ~IINTER DE51GN TEh1A. = 3 DEGR fARH. PL,41'BOOK 108 PAGE 91-9? P~~~D~~~d/OS - house ffrpped, site p an revisions/notes added' ~
per Dublui's plan review rec'vd 1/16/08 ~
` REV tt DAT~ D~SCRIPtION OP CHANG~S
PnD job 842 Haslam residel~ce ~ ~
01 9-21-O1 PRE~IM. DESfGN PLAN5 DRAFT-~P 484 S gLOP;~ GR D/~y ,4l~AY ~ROhI HOU3E ~~~RVEVoR oa eu~~~ER s~sNaruRE p rEBa~lanfrae subdivision 4$4 ~ ~ ~
02 10-I1-01 pR~LIM D~SIGN R~VISI4N #I MIN. L f,4~ IN~IRST !0 RUN ~~,NU~~ ~ ~
03 10-25-O1 PRELIM DE51GN REVI514N #2 Rear ~qy~g,¢,; ~ ~,¢,3 ~ PRDYIDE EROS/ON CONTROL ~5/L T fENCE OR EQIII AROUND CONSTRIlCT/ON AREAS t NEAR~ST PROP N~S , Q
~'lev.-940,0 0~4 Il-B-OI PRELIM D~SIGN R~VISI4N #3
l ~ 0~ II-19-O1 PR~LIM D~SIGK REVISIOK ~ Q~~'~ V~`ro'~- V'
~ A ~~l n~ OD~IC~ T ON5 ~ BE H~CES ~RY TO lOC T ON5 HOwN CO I 0 S RFQU/RE ~ PdD JOB 842
II-29-O1 _ OIJBLIN 06 CONSTRUCTION DWfs DRAFT ~P Q ~ 4 ~ 5/TE PL~4N I ELEVAT/ONS ARE SUBJECT TO REI/l~~l Y D if O~ER A~~,k~,~=a~~a
Ol I-8-08 CONSTRUCI'ION DWG R~YISION ~I srq BU/L D/NG DEPT'S AND ~IA Y RFQU/RE AL TERA T/ON5 R P~ T? P~ L ~ -
_ ~~r 08 I Id-08 CONSTRIJC?ION DWG R~VISION ~2 ~
~RAD~ CONTDUR L/N~S AR~ BASED ON D~Y~LOPL~ 'S ~ e ENGINEER/NG l OR/GINA~ SITE ECEV~4T/ONS AS PRO DED Q g~
oq " S~C1~'N I~-B~ BALLANTRAB Y 9:il,iny ~esryn ~
9d/BD/Y/J/ON MAI~BOX 1 LJGHT POST ~0 BF ~OCATED PER ""m°~'
~ ~ ~ SU~D/YIS/ON OR JUR/SD/CT/ON : s w~vE
~ N & IEWED FOR AND ~p SHAL! COMPLY WITH TH~ t
LOT ~B4 i g ~ ~L DOD HAZARD ZONE 'X' ~OUTS/D~ 0~ IDO YR fl00DPL,4/Nl 2006 EDITION OF THE ~ ~
& & a ~ _ ~ ~ ~ RESIDENTIAL CODE OF OHIO N ACCORDING r0 fEDER~4L EMERGENCY MANAGEMENT ~4GENCY f.I.R.M IYAP AS AMENDED ~ cn
3 : . ~ o a ~ °nc~ ptlCGfl h '~fYlel~d ~ 011/~ p~ CO~IMUNITY PAN~~ ~39049C0/08G fROM AI/GUST ?,1995 ~ 0 p~ O U
~ w 0 ~ ~ rr~ex~ r~ Ra :
i cov~~e sH~~r wr sir~ p~aN ~ orsc~AiM~~es ~ e~cuNr,e,a~r~c~ ti - ~ ~0
1 fOUNDAT/ON / BASEI`1ENT PLAN ~ nate sa~es t Morketing in g PER APPROV~IJ SUgD/Y/SION P~ANS PRDI/lDED BY EVi~N3, MECH~IART, HAM~CETON R TI~C TON, INC. W~ N~°' 0
3~/RS T~L OOR P~,4 N HILIIARD CONSUL T/NG ENG/NEERS I SURYEYORS a 1701Y/LL ST, GAHANNA, OH/0 ~3?30 `!!-~7/-5/50 ~ 0 Q! !~/~'1
n,~. o._a„_.,~ r ir i
SECOND F,LOOR PLAN IKI
LocaTIoN MaP GRADE ELEVATIONS ARE EST'IMATES CAt CUt A TED fROM rNE Pt ANS PROY/DED ~T; P~ ;
5 EXTER/OR ELE VAT/ONS ~ DETAILS nete Chent NOT T4 SCALE BY THE DE VELOPER tA PPROVED BY rHE COUNTY JUR/5D/CT/ON ,
L ROOF PL,4N l l`1/SC ~ a0
1 BUILD/NG t 51'A/R SECT/DNIS)
APPROWED PLANS MUST BE ON ~ !l.
8 P100RJ01ST i STRUCTUR,4L LAYOUlS SITE FOR ALL INSPECTlONS, rv ~ O ~
~ 0.
842 Halan CD's H6-08.aec VV/2008 4:55 PM
,
I-----------~~_~~__._....__~_.___..._._...__~._._._~----------------------------------------------------- '
~ ~
I U LL PLATE 1 2' DIA.x 10' AB 0 8' O,C,
SEE TYPICAL ANCHOR BOLT OE?AIL ~ ON ALL WALLS 6' 1HICK OR F100R SHEAIHINC FLOOR SHEAIHING GENERAL NOTES I 1HICKER~ ~
SEE ALTERNATE BRICK LEDGE DEIAIL WASHEN FOR 1/2" CONTINUOUS c~ranNUOUs ~
I 11GH7EN NU1 SO OIA. 9b1.T BANO BOARD BAND BOARD ~ PROVIDE ADEQUATE SLOPE AWAY ~ WASHER FOR 3/4' 1. WAU.S ARE DESIGNED FOft AN EQUIVALE~lT FLUID PRESSURE LATERAL FROIA FOUNDATION WALL. 7HAi 3/4 DIA. LOADING OF UP TO 60 POUNDS PER CUBIC FOOT, JRE LATERAL I
I B~ IN 10~ MINIMUM BOL1 WASHER IS DIA. BOLT 2. 1HE FOUNDATION IS I N . Y ~ ~ DRAWN 1f~6 ~LOOR ,piST S CHAR p ~RG ED FOR A SAFE SOIL BEARING PRESSURE OF G PRESSURE OF I
~ ~ INtO SILL PLA1E ~ lOADING TO~BEEAPPED T f00T. THE MAXIMUM CONCENTRIC VERTICAL I U 0?HE OP OF 1HE WALL SHALL NOT EXCEED fRIC VERTICAL LL NOT EXCEED (
2• ~ ~ ~ 133J POUNDS PER UNEAR F00T.
~ ' CROSS-BRIDGINC ' I 2z SILL PLATE m 3. CONCREIE USED FOR WALLS SNAl1 HAVE A MINIM NOMINAL 1-1/2' a 2x SILL PLATE 0 8'-0' O.C. CQMPAESSIYE STRENGIH OF 3000 P.SI. WALLS WHICH I~AY BE SUBJECTED I DAY I 1Y BE SUBJECTED I
I t~osi C~+nRT F~ppR ,~gr TO FREEZING AND THAHING DURING CONSTRUCTION SHALL CONTAIN 5X ~]1~ONTUNE 36' N'wISON COUNN 3D' ~ ~ ANCHOR BOLT ANCHOR BOLi TO 7X ENTRAINED AIR AND CONTAINS 564 LBS, CEMENT PER CU81C YARD L CONTAIN 5% PER CU81C YARD
I AND NON-CHIORIDE ACCEIERAtORS AS NECESSARY. ~ ~ BE~aEV 3P wultSM.t.E 34' 9/18' DIA. RWGH w
cou~uBUS az' ~Ew ks.wr x' ~ HOLE IN SURfACE JOISTS PERPENOICULAR ?0 WALL JOISTS PARALLEL TO WALL 4. CONGRETE USED FOR FOOTINGS SNALL HAVE A MINIMUM 28 DAY I oEUwu~ an JY PICKAWAY CIXNIIY 3Y S~LL PLATE COMPRESSIVE STRENGIH OF 2500 P.SJ, °u ~II~ 28 DAY
DELAW cAUr~tt 3e' PICXERIN6TON 32' 5. ALL REINFORCING STEEI SHALL BE A.S.i,M. GRAOE 80,
I WBl1N 30' PONElI. 3~' FOLLOW O.S.H.A. CONCREiE F100R SHEAIHINC FRANIQIN CIX1N1Y 32' pert+a~seuac ~Y IIIIII RECOMMENDATIONS WAII FlOOR SHEAI~ING 6. ANCHOR 801TS SHAIL CONFORM TO A.S.T.~1. A301 AND BE SPACEO AS PE6 BE SPACED AS PER
~ CONTINUOUS CONTINUOUS OHIO RESIDENTIAL CODE 403.1.6 , fi ON CENTER, & 11' FR0~1 ALL CORNER~ CAHnNNA 3Y UNipl COUNTY 3~' FOR SLOPE. B a r r D e o n~ t D B A N D B O A R D N O T E: I F S I LL P L A I E I S T O BE ACQ ALKAUNE COPPER al1AiERNARY iREA FROM ALL CORNERS. 'N ~~O I ~
a ro v~ a n a z• u a~ n~ u n c~ a ( ~ ~ I I I I I T Y P I C AL ANCHOR BOLT DETAIL Nrs L U M B E R, T H E T I G A L Y A NI Z E D B O L T S 1MTH A MI N, C1 8S RAiING OR STAINLESS H~ I QUAlERNARY TREATED fING OR STAINLESS ~ I
32, ~r STEEL h1U5T BE USEQ, ~ I
~ TM ~ TM~~ T~ - C L E A N N A T U R A L A L L T H R E A D R O D S I~ A Y B E S U 6 S i I N T E D FLOOR JaST ~ N tt I I I I I I SOILS BACKFILL F O R A N q i O R B O L T S 7, A L L C O N C R E I E W O R K S H A L L C O M P L Y Y N T H; I o ~ IA~CI 3 0 1 " S P Eq~ F I C A l I O N S F O R S T R U C T U R A L C O N C R E T E f O R B U I L D I N C S' FOR BUILDINGS• -i °
I SOIL BEARINC WALL WALL UNBALANCED WALI REINFORGNC TEST E T10 . ~ a~ESSU~E x~oM ~r Flu u~ic~r wnu vn~n~ . ~S . b} ACI 318.1 ~BUIIDING CODE REWIREMENTS FOR STRUC'NRAL PLNN CONCR R1RAL PLAIN CONCRETE', C N V I
I S 1500 PSF B' 8'-0' 7'-0' UNREINFORCED IIIIII INSIpE FAGE m 4 OC. ~ 4 oEC. u+~sT eanon. WATERPROOFING OR Q ~LL P~~ CROSS-BRIDGINC
~ ~500 ~ e 9- a- T, o ~ o,c. - o a'-o' o.c. 8. WALL CONCREiE SHALI BE 4RDERED ~R0~1 iHE CONCRETE SUPPLIER 10 BE I ~soo a5F ~o' a'- e'-o' UNREINFOR(:ED = DAMPPROOfING AS rusnc sua~a+r, BATCHED AT A MAXIMUM SLUMP OF 5 INCHES. NO WATER SH ~ TE SUPPLIER TO BE .v
~ Y t PSF 12 9'-0' B'-o' UNREINfORCED PER LOCAL CODE ro INSURE 1-~/2 ~ ~R T Fl.OOR JOIST ALL BE ADDEO IIIIII CH BOL TNE J08SI . MP R A = Q 1500 PSf 8 1-0 9- /6 0 24 O,C.Ew, = REINFORqNC FL4SHINC ANqiOR BOL1 FLASHINC SUPERPUSIISZER ON 1HE J09SITE, USEI OFHSUPERPI.45T1S1ZER~ L NCREA' t SFiALL BE ADDEp AT ACHIEVED BY ADDING I
I ~ m ~ ~ ~ ~ ~ ~ = CLEARANCE ~ Q opo ps~ B B- 1-D UNREINfORCED e' MAfcIMUM BRICN CORBE~ IS 1" PER COURSE FLOWABIIJTY OF CONCREIE IN THE FORMWORK. 1S1ZER WILL INCREASE 3 a) ~
W 2000 PSF 8 9-0 8- RT. /8 0 32 O.C. II II II I I 3 _ _ - e' JOISTS PERPEN ICU A T 9. PRIOR TO P A 1~ i OF N ~ 2000 Psv to' s' o' a' D~ UNREINFORCED - D L R 0 WAII JOISTS PARAILEL TO WALL L CE EN CO CRETE, ALL FOREICN MAhRIAI SHALL BE RIAL SHALL BE I
j Q 20D0 PSF 12" 9'- e'-D UNREINFORCED - REMOVED FR0~1 FORMWORK. I II- 1• FLOOR JDIST MUSi BE IN PL4CE FOR fWNDATION
PSf 8' 9'-0' 7-D' UNREINFORCED i IIIII TO SUPPORT DESIGN lOADS Of iHE SqL 10, AL W R ~ m ~ppp pg e• g~_p~ g_p• ~ERi. ~7 B4 0. . = L ALL CONC ETE SHALL BE CONSOLIDAlEO BY 1HE USE OF A NBRAT01 I a z _ 1-1/2' CtEAR 2. fL00R JOIST TO BE SI2ED BY O1HER5 USE OF A VIBRATOR. I
3000 PSf t0' 9'-D' ~'-D' UNR INFORCED ~~~q~~ TO CARRY LOAD OF S1RUCIURE. 11, WALLS SFlALL BE AUGNED AND SIRAIGHIENED PRIOR TO PLACEMENT OF ~ PSf 12' e'-D' 0'-0' UNREINFORCED IIIIIII CANCRETE. AUGNfNG 1HE FORM'f+CIRK AF1ER CANCREtE PIACEMENT IS 1 PLACEMENT OF I 'LACEMENT IS
~ H N s JOIST ANCHORAGE DETAILS Nrs NOT PER~IISSIBLE. ~ o~za+tu ~aRa c e~s ~~r e~ w~o ~s r~au~u m~aao~t _ ~ x ~ERIICAL RpNFORqNC BARS ~ 5 REBAR TO EX1EN0 I
I ~ a (FlRSr ~an~ ro ee e' M~x 12, WAILS FROM 40 FEET TO 60 fEET IN LENGTH M1LL REQUIRE THREE ROWS IIIIII 4~ A80VE WALL FOR 1.5" REBAR SPACER UIRE Ti-IREE ROWS (
1 1 2" CLEAR - FR(k,l INSIDE CORNER) CROUND 1MRE BY ELECTRICIAN ~~BE EP ARCED RA~NDOV~LYIZINTEWALL AS SUCHMINAT 1HEED S~ANCE ~ U~ I THE DEADMAN T THE DISTANCE I
W O BETWEEN THE DEADMAN AND 1HE END OF 1HE WALL DOES NOT EXCEED W R I 40 FEET. WALLS GREAIER THAN 60 FEETIN LENGIH W1LL NEED TO HAYE 11 I y F (SEE CNART FOR EINFORCING, iF REa~iREO) = REBAR PLACEMENT DETAIL NTS 5 REBAR TIEO t0 3 ROWS OF ~5 REBAR AND THE DEADMEN PLACED IN SITE-SPECIfIC LOCAiI ES NOT EXCEED L NEEO TO HAVE THE I
~ PLACE 1 1~2 CLEAR FROM _ ~ 5 CORNER BAR IN51DE OF BASEMENT ~ MEET 1HE LOADS OF 1HE SiRUCTURE. TE-SPECIFIC LOCAiIONS
A I ~ INSIDE FACE OF WALL. I W NO DOWELS INTO ~ 20' LENGiH S REBAR PLACED IN FOOTING 1~9 REBAR VERT. 13. BRACINC OF POURED WALLS IS NOT REQUIRED. I ~
I ~ FOOTINC REQUIRED. IN NCINIiY OF EIECTRIC PANEL 5 REBAR HORIZ. 14. BACKFILL WITH EAN NA RA OIL
~ A Fl ~ a n~ ~s s. REBAR CHAIR B~ 2'-0' O.C. I ,
I PROVIDE BOND BREAKER = - 15. FOUNDATIONS SHONM ON iHIS DRAWINC ARE DESIGNED FOR 1HE BETWEEN WALL d~ F100R 5LA6 e0tto~ o~ FoonNG CONDITIONS SAECtFICALLY STAiED ON 1HE DRAIMNG. IT IS THE FOR THE
I II I RESPONS181UTY OF 1NE CENERAL CONTRACiOR TO DETERMINE THA1 1HE SO Z ~ ~ I oN sf+oAwrTi. n~E $01L U 3 I
I~IL P YEiH N _ / - IS ADEQUAIE TO SUPPORT THE HOUSE ON THE FOUNDATION SHOWN. THE 8 OL YLE E r-7-7- GENERAL C4N1RAC10R IS RESPONS19LE FOR DEIERMINING 1HAT THE TOtAL I VAPOR BARRIER. TAPE AND 01 R 11A N TH N A R I~~ I ~ IIII I FfE EN L SETILEME TS Of E FOU D T10NS A E WIIHIN THE ' THAT THE TOtAL 1RE WITHIN TtiE 0
JOINTS OR OVERLAP 6' - TOLERABLE U~IliS OF THE STRUCIURE. 11iE GENERAL CONTRACiOR iS NEERING FlRM TO
I TYPICAL INSIDE F1dC0URACED TO OBiAIN THE SERVICES OF A SOILS ENpNEERINC FlRM i0 ~ ~ GROUNDING ROD DETAIL AS PER 2005 NEC ARTICLE 250.50 Nrs DEIERNINE 7HE SUITABIUTY OF THE FWNOA110N SHOWN ON 1HIS DRAWINC u~ 4" MIN, FREE DRAINING III I I y~ W ~ ) Y CORNER REINFORCING NiS TO SAFELY 9UPPORT THE STRUCiURE IM'M NO DETRIMENTAL EFFEC7S TO ON 1HIS DRANANG Z~ M~ a ITAL EFFEC7S TO
~ x MIATERIAL PLACE ON (IF REWIRED 8 GOVERNING MUNICIPALIT'`~ IF WALLS INTERSECT AT AN ANGLE 01HER THAN 90' TME BUIIDINC. CONTACT A REqS1ERED PROFESSIONAI. ENGINEER FaR NGIIHISR FOR Q~~e-- O I
I NATURAL UNDISTURBEO II III CONDITIONS OTHER THAN TFIOSE SPECIFlGLIY SHOWN ON 1HIS ~ SOIL FREE DRAINING MA?ERIAL BEND CORNER REINFORCING AT WALL ANGLE DRANINC. NO WARRANtIES OR OUARANTEES, EXPRESSEO OR IMPLIED, OR IMPUED, I
z~ Wll~l FlLTER FA9RIC COVER DO NOT HEAT REINFORGNC STEEL FOR BENDINC ARE PRESENTED BY THIS DRAWINC. I ~ ~ ~iiii IIIIII bS PER R405,1 3~~ ~ MYATERPROOFlNG OR ~i~i~~ U ~U' O o0
~ ~ ~i~~~ 9AMPPROOFlNG AS 16. THIS DRAIMNG HAS BEEN PREPAREO IN ACWRDANCE WI'M 1NE I ~ 3 ~ ~~iii ~p~ ~ INF6RI~ATION CONTAINED IN 1HE 2D08 OHIO RESIOENIIAL CODE X O o0 CO~E W Q V I
;p OCK RAWL WATERPROOFINC OR FOR ONE, TWO, AND THREE FAMILY DWELLINGS. iiiii iiiii ~ V Z~ V I!
, I iiiii ~ DAti1PPR00fING AS I. ~ W~ iii i POURE CRAWI. N ~ ~ D p~ ~p~p~, pppg 17, IT IS THE RESPONSIBIUtY OF iHE GtT1ERAL OOiNTRACTOR TO INSURE 1HAT 3 RADON LEV£LS IN THE COMPLEiED HOUSE DO NOT EXCEED iHE LEVEIS 2 7Q INSURE THAT J.- Q
I qLEAN NA1URAl W~~ # ii~~i ESTABUSHED BY 1HE UNI7ED SiAiES ENNRONMENTAL PROTEC110N AGENCY. _ - IIII I iiiii S~OILS BAqcFlLI iiiii ED TNE LEVEIS I 20TECT10N AGENCY. W p~ m v w
~ " 4 iiiii ~ iiiii ~ IIIII~ I I I < ~ iii~ 18. GRA T SE SHA L SUCH 1HAT POSIIIVE DRNNAGE EXISI I ov . iiiii DE SE OF HOV l BE SE~ IVE ORAINAGE EXIStS N~ ~ I
12 MINIMUM WIDTH PER e' UN 8. $ CL~AN Nh7URAL fpp p~,L WALLS AND NfE1S iHE REpUIREMFf1TS OF THE ~IUNIpPAUTY. $EC710N R405.1 BASEMENT A~~~~~ SOttS BACKFlII I IIIII 2' WASHED GRAVlI. ~i~~i MIUNIqPAI.ITY. C ~ j ~ Z
FOOi1NG QOTM BASENEN? ~ iriii 19. LOCAL CODE REWIREXIENiS SHALL DEFlNE THE USE Of DAAIPROOFINC OR _ _ _ I ~ AND E MIL VISWEEN 4~qiERPR40FINC ON PWRED CONCkETE WAI.LS USED IN CRAWL SPACES, = I~ I II~ IIIII ~ , II~ I 8 x$ x8 BLOCK trotE: CaA~lpR,UN AT PERINE7EN CRAWL ~ACE ~ a I
I ' oF' CRAr~. IN nxEAS OF Nipr wAtat ~ ~ n~ G~+~ES, OR WHERE WALL IS FlLIED ON BOTH SIDES. a (OR LARGER) TABIE ONLY ~ IITARY SEWER SYSTEM I
TO f00TING i 20. NO WA?ER FROM ANY SOURCE CAN BE PUT IN THE SANITARY SEWER SYSII I SUMP YATH PU~1P wALL . DURING CONSTRUCTION~ 4. ~p.M 4• 3 DIA. FlEXIBLE OR ~ FREE bRAININO MATERIAL ~ 21. FAILURE TO COMPLY MI1H ANY DESIGN SPEGfICAl10N OR TYPICAL DRAHING
I 3' DIA. PLASTIC DRAIN T1LE, PLACE WI1H ~ + RICID DRAIN PIPE OVER MINIMUM 10 TOP OF CRAYA. FO~TINIO FREE DRAINING MATERUL JEOPARDIXES 1HE S1RUC'NRAL INTECRITY AND YOIDS ANY WARRANTY. R TYPICAL DRAWING I I IY WARRANTY. I
HOLES ON BOTT0~1. CONNECT t0 SELF 2 OF WASHED GRAVfL t0 ToP OF CRAwI f0011NG 22. FOUNOATION WALLS SHALL EXtEND ABOVE FlNISH CRADE
I CONTAINEO SUMP WITH PUMP OR GRAVITY ' FOOiING WIDTH REQUIREMENTS A5 FOLLOWS: PER SECiION 404.1.8 Of THE 2008 OHIO RESIDENTIAL CODE. DRAIN, UGHT-FRAME CONSTRUCTION : 16" YADTH MIN. ~ ~ 23. NAIIJNG INTO CONCRETE WALL NOT PERMITTfD UN~ER ANY CIRCUTASTANCES 5DE. NY CIRCUMSTANCES. ~
I~ ONE STORY @4iCK VEMEER : 16" WIDTH AIIN. NOTE: HIL11 FASINERS OR TAP CON FASTENERS MAY BE USED FOR WINDOV + WIDEN FOOTING BY VAQ'M OF BLOCK ~ ? USED FOR WINDOW
rwo sroRY eRic~c v~n~~: z~ 'MD7H MIN, LINTEL BEARING DETAIL WEl1S AND GAS BRACKETS.j I 4. Wk R VNN ARE R VID D A A MEAN4 OF EGRESS OR RESCUE 1HE1 OVER TWO STORIES; SPECIFICALLY DESIGNED FQR B 0 K CRAWL OR AR NTS 1 SHALLEHAVE AWSILL MEIGHT OF NO? MORE THAN 44 INCHES ABOVE 1HE fL( S OR RESCUE, THEY I
L C G AGE TYPICAL~ CRAWL SPACE SECTION NTs iES ABOVE THE FLOOR.
I TYPICAL BASEMENT WALL SECTION N~ 25. FOOTINGS ARf NOT DESIGNED fOR AREAS W1'M EXPANSIVE SOILS AS DEFINI IVE SOILS AS DEFINED BY ~
I ~ SECTION 1805.8 OF 1HE OHIO BUILOING CODE AND SECTION R4D3.t.a1 OF T 2008 OHIO RESIOENTIAL CODE, , ON R403.1.8.1 Of TNE ~ I
CAN7ILEVERED 28. DRAWING NOT fOR SEISMIC DESIGN CATEC4RIES D AND Z•'J' ~ l ~ . p W STRUCTURE ; .~P • , ~pzJ`
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