07201299 Permit FileCITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESIDENTIAL OCCUPANCY PERMIT
This is to certify that I have inspected the residence
described below and approved it for occupancy.
? ?,: ?
aDD?ss: q7??? ?r, ?lPY?.pt;?' PERMIT No.:
BI': FINAL INSPECTION DATE: ??' •J--???'i??;
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CITY OF DUBL[N
ZONING INSPECTION FORM
Land Use and Long Range Planning
Code Enforcement
5800 Shier-Rings Road; Dublin OH 43016
Inspcction T) pc(s):
[Zesidential
Commcrcial ?
Othcr ?
Rou17)h ? Final.?
'I'elephone/TDD 614-410-4600 Dublin Planning Tax 614-410-4747 Dublin Inspection Lille 61 4-4l 0-4680
Pertnit #: Project Name:
Project Address:
Contact Person: Contact Pllone:
Appro\ed Plans, Checklist nccessorti Structure Installed pec
Yes 0 No ? and Permit oll Site Yes ? No ? Approved Plan
Landscaping Iilstalled per I:ncroachment of No E3uild,
Yes ? No ?ApproN-ed Plan Ycs? No ? No Disturb or F,asement Area
Patio / Deck Installed pec
Yes ? No ? Approved Plan
Service Struchires
Yes L] No ? Screened per Codc
Signs Installed per
Yes ? No ? Approved Plan
Zoning Appi-oved ?
Loning C'onditionally Approved (See Comments) ?
loiiing Disapproved (See ('omments) ?
Date of,Inspection Inspected [3N COMMENTS
7,oning lnspcction Form PLa-120 I)ate ?/ I!08
CITY OF DUBLIN
ZONING INSPECTION FORM
Land Use and Long Range Planning
Code Enforcement
5800 Shier-Rings Road; Dublin OH 43016
Inspectioa Type(s):
Zoning/Landscape ?
Commercial ?
Residential ?
Sign ?
Other ?
Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680
Permit #: Project Name :
Project Address:
Contact Person: Contact Phone:
YES NO 1) Approved Landscape Plan & ROA YES NO 6) Sign installed as approved
YES NO 2) Plans , Checklist & Permit on Site YES NO 7) Parking spaces, number & striped
YES NO 3) Lighting installed per plan YES NO 8) Handicap spaces properly signed
YES NO 4) Landscape installed per plan YES NO 9) Parking islands 7 foot minimum
YES NO 5) Mechanicals screened per code YES NO 10) Meet residential appearance code
Zoning Approved ?
Zoning Conditionally Approved (See Comments) ?
Zoning Disapproved (See Comments) ?
Date of Ins ection Ins ected B
COMMENTS
Zoning lnspection Form PLA-120 Date OR"
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Issucd in C)hiu llnclcr ?l(Ilhurity of
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:Auditi,rs '1'axint 1-)isu.ici P,irccl Nuuibcr 2?4,- O O 1 2-3 t -U n
Acfdress of rro??ertv 5:7 3 9 Cj 4? 'L A C..--
Subdivision L Ki .-T F,
S e c.?- ? o rv Lot
Apnlieant's Name: 3'1 yV\ Phone Number. (o I Lf •("3 O
Lntiil Address: t ?.n
? k S @ CC L V YL? ?j V ?? r r(Sj1K Jrax Number: (e ( Li - y- CJ ?o Zc?
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t)wnci'S N1tT1C: W l, L o t'v\ la S I L L L ! lione Numhe?•:
?/l. ? Q!? t Fl l
nddrc,,: 5 5 2. E3 \5- I ?v vCA- v- rc, c.-r 'Du hL I
?? LOFa 43d?b
I)esiencr's Name: ST EV E- ?1?1 t ?\.. ? S Phonc NumUer:
nddre,.: 5 5 2?3 1?? N Ua v\ rck- C-t A?PP??c.,??v-r
C)H ?.3or6
13uiider's Nanie: W t Ll„ l, 1(-LJ 3 Nom(-75MJnne Number: ?.
c- 5? 3-(al 3Lf
Adclress: K 1 N U(=t_Y` r C. - D-5
? l.l ?l,
Ruilder's 11>?
'I)rpc of lmprc>vcmeiit: lt? (Z t,q) St AJCo LQ `F-J>YH t
Improvement Cost: ?? 5 l ()C)C:)
?
Nwnbcr of 13edruoms; ?- ]iL'illlllg FIICI: NA'TI,R {Ll- ?'jc-5 NUJIIUCI' of U0S AOpIliltlCBS E)Cf Ullll: 3
Ntii??ber of 13?i?hs: 3?t- Sewzge Di,pos'li; P L, 1?) L- t G. Garage ATTaC_i-E E 0
13uilding Height: 3? Fl- Watcr 5izpply: ?
pc,a.h uG- Nuntber Car Garagc;:
Building
Unfinislled Basemeni Z t of
ri
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02/ O O Zoning
Lot Area ? ?.
'Z, 5 Ca
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ed Basement C) ?
Lower Level ? Total % Occupied by Structure
lst Ploor
2 16 r'ront Setback 35 /
2nt3 Ploor G I5
" .
S
?
Itear Setback 117
3 r d l
l u o r Righ? Setback ?l 4,1
Other
Garage l 8
7/ Left Setback ?
3 , 5 ?
I)ccklScreened !n Poreii 2? Lot Width at Building I,ine CA 5
Gross Syuare Feet 3g ?,L -/
' ? joiiiiib ??iStrict
Building Area at (Iround I.uve1
lS 1? 13xisting 11sc oFProperty VAC.p IN-+`!
Living Area Flood Plain
Thc ownct o( this building and undcrsigned, do heroby covcnone end ugrcc to comply with nll thc laws of the Sintc of
Ohio ond thc ordinnnccs of thisjurisdiction, portqining ia building and buildings, and to constnict thc proposcd building
ur structurc ur makc thr pruPusad changc or altoralion in accorduncc with thc plnns und apocificafions aubmitted
herewith, nnd cenify tliat the informotion and stntements given on this applicntion, drnwings and epecifictdinna ere to the
besl o(tlmir knowlcdgc, iruc nndporrect,
Signature of AppJicant
Received
Date Approved '7
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Al>i'LWnTIUN Fc)EZ 13U[LI.)1NG I'ERMI.I.
7 ftis Ihrtn iN pnn idcd hy thr Ifuildinf; Ir.dusny i\ssoc:i;iUun c,f Ohiu as apuhlic scr\ 1cc.
L 0 7' ,
Ycs : No
ate xceceivea
J
Date Approved ,f
Date Received
Date Approved
I,--R t?-
A.,1
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . .... 07-00201299 Date 10/23/07
Revision number . . . . . . . 1
Property Address .. .... 5739 GLENDAVON PL
Parcel Number: 274-001231
Alternate Address: BALLANTRAE 6-1 #471
Tenant nbr, name .. .... SQ FT 5963
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner . . . . . . . Willis Homes
Contractor . . . . . . . . . WILLIS HOMES LLC
--------------------------
Permit . . . . . . ---------------------------------------
RESIDENTIAL BUILDING PERMIT -----------
Additional desc . .
Permit Fee .... 540.00 Plan Check Fee .. .00
Issue Date . . . . /& ,,21-07 Valuation . . . . 0
Expiration Date . . 4/20/08
Qty Unit Charge Per Extension
BASE FEE 140.00
10.00 40.0000 RES BLDG PLAN REVIEW 400.00
--------------------------
Permit ...... ---------------------------------------
RES HEATING, VENTILATING, A.C. -----------
Additional desc . .
Permit Fee .... 250.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 4/20/08
Qty Unit Charge Per Extension
BASE FEE 50.00
10.00 20.0000 RES HVAC 200.00
--------------------------
Permit ...... ---------------------------------------
LOW VOLTAGE ELECTRICAL PERMIT -----------
Additional desc . .
Permit Fee .... 140.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 4/20/08
Qty Unit Charge Per Extension
BASE FEE 40.00
10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00
--------------------------
Permit . . . . . . ---------------------------------------
GAS LINE PERMIT -----------
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 4/20/08
Qty Unit Charge Per Extension
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
Page 2
Application Number ..... 07-00201299 Date 10/23/07
Revision number . . . . . . . 1
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1600.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 4/20/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
Note: There is an existing drain tile on this lot which was
not shown on site plan. Contractor must verify location
prior to commencement of construction.
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.
SAWCUT 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
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement 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.
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
Page 3
Application Number ..... 07-00201299 Date 10/23/07
Revision number . . . . . . . 1
-----------------------
Special Notes and -------------
Comments ----------------------- -----------------
Contact PLANNING DIVISION 410- 4600
POST LIGHT at DRI VEWAY with PH OTO CELL REQUIRED.
DIMENSIONAL SHINGLES REQUIRED.
------------------------------------
-----------------------
--
-
Other Fees . . .
. . . . . .
RES BLDG INSPECTION --
------------
550.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLLTMBUS 3044.00
SEWER INSPECTION FEE 120.00
-----------------------
Fee summary
----------------- -------------
Charged
---------- -----------------------
Paid Credited
---------- ---------- -----------------
Due
----------
Permit Fee Total 2600.00 .00 .00 2600.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5744.00 .00 .00 5744.00
Grand Total 8344.00 .00 .00 8344.00
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 Engineering
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINTALL INFORMATION
Applicant:
Company:
Site
5800 Shier f?ing> Koad
Dublin, Ohio 43016
Phone: N /TDD 614-410-4600
Inspection Line:614-410-4680
Fax:614/761-6506
(Provide Detail Plot Plan of Lot)
Lot No: Application No Subdivision: ?
,-
? No Violations/Inspection Approved ? Violations/Disapproved lilyApproved For Conditional Occupancy
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
? 5. Erosion Control/Sod or Seed
(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)
-1 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged Sidewalk/Bikepath
(Ord. 35-74, Sec. 51.04)
Comments: BD{?? * -5 trC
?10. Adjust Manhole to grade (Sanitary/Storm)
? 11. Rebuild Manhole Throat (Sanitary/Storm)
(Ord. 59-74, Sec. 51.04)
?12. Improper Grading
(Ord. 7-75, Sec. 150.040)
?13. Clean Street/Clean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
(0.R.C.723.011)
?14. Adjust Watch Valve to Grade
(Mainline/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
[A 16. Submit "As Built" Plot Plan CK-M,j. iCf iG/p8
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
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: Date:
Re-Inspection: ?dApproved ? Disapproved ? Conditional
.?---
Inspector: _A41 Date: 101IC;Log
i--?
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
tsAUER, DAVIDSON & MERCHANT, INL.
CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT N0. 471
PLAT BOOK 108
PAGES 91 & 92
MAY 23, 2007
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ALLANTAE
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plot is prepared for the local
., owner for ony purpose.
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departmenf's use ond is not to be construed as having been prepared for the owner or for fhe use o/
I Poicel No. _
W. na. eete-r,be mol tn„ at r a.irnrn Ne Ifmila WILLUS HOMES
a al Fbod Zone x•• N( aMm on fhs Fload Insuronce
= ea1e MaP fa FRANKIIN, C0.? onro. communiry suRV'o ow.wN CHECKED
Ponel Number 39049C0108G4,,ectrve oote AUGUST 2, 1995 1/ $$ BK
REV. 8-27-07 J/1365-07 I.D. f/25 H:\DWG 07P&G\75207\7527PG1.DW
BALLANTRAE SECTION 6 PART 1
CITY OF DUBUN
FRANKLIN COUNTY, OHIO
SCALE: 1 " = 20'
?:nc:r???F?za? ?r rn,?i.1A*?c-F:
Citv of Dubiin
APPROVEI} AS NOTF.D
?'P?P o9- Ob- 0 7
? Order No. 752-07
? •j,? _w° - lF%_
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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)
? - ? ?? g
Application No. /=
Date ?v New ? Remodel *esidential ? 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.
Job Address ? q,3'
b'a Yl D4
Parcel N
Subdivision/Project Name &) / te° ' r ot- Lot No. q 7 1
Owner's Name 1 L L 1 S 14 E70°Y? E-S Telephone&? 5 1, 3 ?13 ?
Contractor's Name `?? Telephone o -q ?I d
Contractor's Address ? ?? b &,(Tt" "' agb Xe Dublin Registration Number
? I ,?.??:?( 6 ?'?a? ?rrfCc?
Does the sewer discharge into an in6ividual sewage disposal system or sanitary sewer, .
??
How far distant from any dwelling, well or cistern is the sewage tank?
What is the size of the main drain?
/ p
Of what material does the house drain consist? ?r ??
Of what materials do the vent pipes consist?
A'C..
-14- k ei q/e cl
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER b-'LLI-te
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 COMMERCIAL
Application for permit & first fixture ............................... $50.00 I Application for permit & first fixture.............................. $60.00
_ 30 Number of remaining fixtures X$10.00 =
Total Inspection Fee ..................................................... $ .?5 U
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
Qty.
AirAdmittance Valve 3
"Backflow Preventers
Bath Tubs 3
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers ?
Drinking Fountain
Floor Drains /
Garage Catch Basin
Qty.
Garbage Disposal
Hot Water Heater !
Interceptor
Kitchen Sink l
Laundry Trays
Lavatories
Mop Sinks ?
Outside Faucets
Roof Drains ?
Rough-in Openings for Future 3
Sewage Ejectors
HOT WATER TANK RELPLACEMENT FEE $35.00
Qty.
Showers ?
Sterilizers
Sump Pump l
Trap Primer
Urinal
Wash Fountain
Washing Machine ?
Water Closets
Water Lines
Water Storage Tank
Other
GRAND TOTAL 3 ?
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 . . . . .
Revision number . . . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Tenant nbr, name . . . . . .
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
Permit .
Additional
Permit Fee
Issue Date
Expiration
desc
07-00201299
Date 12/14/07
1
5739 GLENDAVON PL
274-001231
BALLANTRAE 6-1 #471
SQ FT 5963
RES SINGLE FAMILY DETACHED
Willis Homes
WILLIS HOMES LLC
PLUMBING PERMIT
350.00
Date . . 9/07/10
Qty
30.00
Plan Check Fee . .
Valuation . . . .
Unit Charge Per
BASE FEE
10.0000 EA RES PLUMBING >1 FIXTURE
00
0
Extension
50.00
300.00
----------------------------------------------------------------------------
Special Notes and Comments
Note: There is an existing drain tile on this lot which was
not shown on site plan. Contractor must verify location
prior to commencement of construction.
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.
SAWCUT 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
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement 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.
. 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 ..... 07-00201299 Date 12/14/07
Revision number . . . . . . . 1
----------------------------------------------------------------------------
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
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
DIMENSIONAL SHINGLES 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
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date & -)
Application No. Q-T • Lc?' k -2CA 1
APPLICATION FOR ELECTRICAL PERMIT
;
1„h ntlri rP?z - 4?7'_; )(alt?G -tt ParcelNo
Subdivision Lot No.
Owner Name Telephone
Contractor Name +? ??" ?"r•c?? X? ??,? ?tt>°•? Telephone
Contractor Address Dublin Registration No. L1 LAc ?
Residential:
4
New Sq. Ft. AlterationlAddition Sq. Ft.
Temporary Service $40.00 ..........................................................................................................................
$40.00 Minimum plus $20.00 for each addirional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 far each additional 500 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 far each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. ar fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
?
JOB DESCRIPTION
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 grOlsion?'of s?*t'laWl
Signature of licensed contracto? homeowner
Division of Building Standards
r?? \\ /y; I ?
Date: 1 / 1 /2001
, CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00201299 Date 11/05/07
Revision number . . . . . . . 1
Property Address ...... 5739 GLENDAVON PL
Parcel Number: 274-001231
Alternate Address: BALLANTRAE 6-1 #471
Tenant nbr, name ...... SQ FT 5963
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . . Willis Homes
Contractor . . . . . . . . . WILLIS HOMES LLC
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 240.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 5/03/08
Qty Unit Charge Per Extension
BASE FEE 40.00
10.00 20.0000 RES ELECTRICAL SERVICE 200.00
----------------------------------------------------------------------------
Permit . . . . . . TEMPORARY ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 40.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 5/03/08
Qty Unit Charge Per Extension
BASE FEE 40.00
----------------------------------------------------------------------------
Special Notes and Comments
Note: There is an existing drain tile on this lot which was
not shown on site plan. Contractor must verify location
prior to commencement of construction.
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.
SAWCUT 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
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
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
Application Number
Revision number . .
07-00201299
1
Page 2
Date 11/05/07
Special Notes and Comments
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement 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
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
DIMENSIONAL SHINGLES REQUIRED.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ----------
Permit Fee Total 280.00
Plan Check Total .00
Grand Total 280.00
.00 .00 280.00
.00 .00 .00
.00 .00 280.00
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.
». ???"._. ??. ?? ?i .? .._..?...??. u?i i I h't.IL [J1! U1
c rTx o F nUBLIN
Division nf 8uiiding 5tandards • 5804 Shier-It,ngs Road • publin, Ohio 43016
Phone: (614) 470.4670 • inspection l,ine: (514) 410-4688
Application Nuinnber: 0?
suRVEYOR
13U1LpING LOC,ATION ANp FIRST FLppR EL.EVqTION
CERTlFICqT10N FORM
I, the undersigned, do hereby certiiy the fpllowing wocatian of building and eievaxion pf
top of the foundation wa11 at the referenced prbper#y_ It is the buAlder"s responsibility to
insure that the incation and elevation of the tap ef xhe foundation wall plus the fimt floor
systerra, as per the approved prints, comply with the site! pIan approved by rhe Clty of
Dublin (in reference to the Gity of bublin Codified Qrqin-ance 1305.02 (k)).
Owner-,
Subdivision:
L-k,Aa-L
Lot Number:
Addness: (5
?vv?c t?f r?
APproved Foyndation Elevation ?FEOt abpxe meM sea Ievel_
Ackual Top of Faundatian 940 _ 9 pe?? above mean sea level,
,,,,,..k.............
Professional Soal: ?,ZE OP
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ROSEW
S'!'O10ER a
p 7244. O
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This Eorrn is to be cpme fa
3vailable on-site With the a
pproved prints.
ExGeVStMMy oz.N7 a
Sgnature aff Surveyor
Robert B. Stover,
Profesaianal Survepor Po, 7244
Novewbor 21, 2007 ,
Date
RAQF.R, DAVZ,DSOP a MWCgAlwT, 1Nc.
Cvmsulting Engineers
undation inspection and mu4t be rrwade
900ftij W.LVAV073 0I3HJ9H5 0889 69? 'hTe i%V,4 TT:BA Q3M 40/TZ/TT
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
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These drawings have been reviewed for and shali comply with the 2004 Edition of the
Residential Code of Ohio.
PLAN REVIEW CHECKLIST
Application No.0 7'92 U/07 9? o ?
Date Reviewed 9/ l? 7 T
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OBBC Modal Energy Code ? M-EC Chack vvOrnShoe( ia;_ r8d
Manual J/Eleclric Loids K, Houses ovc(3,C00 Sq Fc
Ordinance Stiir Risers 8 Trea's ? ? 7 3,'4' ma'r. iisar 10'min f; e.2ds and 6'9' hcad(oo,^i
RJ03 6 S1Jin,vJy Illuminition f
"311 Handrails 8 Guard;
?
R312
RJOJ.1
Light 8 Ventil?lion Schedui?s / Schedules f«quired on P;j-S; houses, addilions and
sunroom;
R306
R307 Sanitation • Fixlure Clearance ? Fipwe 307.2
R303 Required Sa(ety Glazing
R309
Atlached Gar?ge Fire Sep?r?,ion 13.'3's c. or 20 min. door a?d 518' gyp. Bd. Typc 'z" on
all eommon tivalls per Ci;y Cr??inance
R310 E3edroom Emerg,?ncy Egress ?' 5.7 sq (; (24"ref hgL 20'r.et widfh) r^ax. v:indow sfill
hgf O( 44 " a l.l.
R311 Exits
R311.4.2.1 Inlerior poor; Qa,'n 2'4"x 6'8, habilabh: s.:a.e 216'x 6'8'(min)
R31 1.4.3 landings M;nimurt 3' x 3'
R311.2.2 Understair Proteclion 112' gyp Bd. Type 'X"
R313 Smoke Deteclor Loca'ions ? Bsml /ha!lway/bedroom; v,-ad` to prin,e elecfnc/ba!tery
pack - up/inlercor,-,eC(ed
Ordinance Carbon Monoxide De'>clor Oufsrde sleepirg a; eas
R317 Foam plaslic separa'ion NO,
R401.4.1 Soil bearing capacity Use 1,500 psl
R403 Footing/pierlpad size & location(s)
R403.1.6 Foundation anchoraye 112' a^chor bolf Ca 6'0" ec; i' info mascrry & concrele
R404 Foundalion wali sizes 8 reinfcrcemenfs Stamped engineered foupfan ra.;uired (or
houses and addi,rons
R405 Feundafion drainage s/slems
RYOo Damproofing or water;;roofing
R502.3 Floor joisf(s) allowab!e spans Lumber specifica;'rons reG,,, rd on dras,;rrgs
R502.5 Allowabie girder spans PerTables R502.5(1J & P,5G2.5(2)
R502.6 B2aring r concret2
R502.11.4 , Floor Trusses ?/ Enginea; ed design requira? a; Frarre Inspection
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R503 rloor shaathing
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R 506
Concreta (loor; on ground
R602 Wood wall (raming
n6031 Haadars Tvblas 502 _51) E R502 5
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Ro0?.10 4Vall bracing ;
Rd03 Slaei woll framing
R703.7 ?,1isonry veneer rabla 7JJ q
R302 4Vood roof framing Showlruss profila; on (oo(F'an
R802.3 Froming detiils ? Raltar Les, 'oisf rot
l ForPCr,."_::fj,, (,) r,t`;ars
RJO24 nllowible cciling joisc spans
2802.5 Allowablc; riRcr sp,in:;
RE102.10 Roo( Irusso; ? Sl,imped cr,ginecrod rool (?;;ssas requir?d af l?am?ng
nspccf:on
RF307, t Attic access 22"' x 30'
R1001
R1002
R1003
R10011 tit?sonry chimney;
Faclory built chirnncy;
Masonry fireplaces
Faclory built freplaces
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Spark arreslor wifh r?in cap
Tab1c 1003 1& Fi,ure 1003 1
R 1005 Exterior air supply
?b11701
L
] Combustion air 50 cubic pcr 1,000 blu?'i
R%?02.3.1 Stud size U spacing Q G ?/ rablc Ro02.3 1(2)
Frcn; & Back Form
f\_'II?lCU VY/ I LIV:J
CITY OF DUBLIN
CITY OF DUBLIN
E r...??
PERMIT NUMBER:
07?- ? Ol ? 9q
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: , b n? ' Lot Number: ?? f Reviewer: ? lnp
Address:
57 39 Date•
o? o b04
ITEM DESCRIPTION YES N
1 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. ?
21 Tree lawn size is shown and labeled as 7 feet. ?
22 100-year Floodpiain, Floodway, and Floodway f 20 feet is shown and labeled
FEMA FIRM Map Number: 3o}'041(, ()J08(5 Effective Date: oR . o 2. 'q5
?
23 Erosion control is shown, labeled and matches the approved :,onstruction drawir:gs
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 anci match the recorded Finai Plat
27 The drawing scale is shown. ?
28 A north arrow is shown.
29 If a corner ]ot, address should be for street that the front door faces. V/i
Comments:
REVIEW RESULTS: /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.
bAUER, DAVI DSON &. MERCHANT, 1 NC. -
CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT '') GRADING PLAN
LOT N0. 471 BALLANTRAE SECTION 6 PART 1
PLAT BOOK 108 CITY OF DUBLIN
PAGES 91 & 92 FRANKLIN COUNTY, OHIO
SCALE: 1 20'
MAY 23, 2007
EX 938.7
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? This plot is prepared for the local building deportment's use and is not to be construed as hoving been prepared for the owner or for the use of
Q the owner for any purpose.
n Parcel No. .
aWe have determined tAat this bt lies within Ne limits WILLLIS HOMES
03 0f Flood zone Xas shpwn on the Flood Insumnce CHECKED
= Rat, AdaP fa FRANKLI N. C0,? o??o. commu,uty SURV'0 DRAWN
Panel NumDer 39049C0108GUry?c,e Dore A U T 2, 1995 %1' SS BK ??P 0 • Q b' Q?
REV. 8-27-07 11365-07 I.D. #25 H:\DWG 07P&G\75207\7527PG1.DWG Order No. 752-07
0' r2v <2 9 ?
7140 N. High St.
Suite 230
Worthington, OH 43085
P 614.844.5855
F 614.844.5852
Engineering Letter
Dublin Building Department
5800 Shier Rings Road
Dublin, Ohio 43016
September 24, 2007
Dear Plans Examiner.
RE: Ballantrae Lot 471
Willis Homes
The following is in response to the plan examiner's request for an engineer's certification and structural
analysis of the following issue for the above referenced project location:
Great Room 2-Story Wall Design
We have analyzed the two story great room wall for both perpendicular and lateral wind loading and
have determined the following requirements:
Wall Bracing Panels: Two shear panel sections are required on the wall, a 30" wide narrow wall panel
at the left side of the wall and a 48" wide standard wall panel on the right side of the wall. This will
require the windows to be shifted 6" to the right from the original plans (5-0" from the left corner to the
center of the first sliding door/window). See the attached wall bracing panel details for panel
construction.
Wall Design: The 6-0" sliding doors/windows are spaced at 6'-0" o.c. allowing for 12" between units.
Based on the attached wall design, with 90mph Exposure B, and a stucco exterior, a total of 7 full
height 2x6 studs (SPF No. 2) are required between windows. This may be achieved by using 6 full
height studs with single jack studs on each side. The jack studs shall be strapped on each side of the
wall at the sliding door headers using Simpson CS22 coil strap or equivalent X 30" long. Center strap
on sliding door header to allow for a minimum of 8" of strap on the jack studs below and above. 4 full
height 2x6 studs are required on the outsides of the left and right sliding doors.
If you should have any questions whatsoever, please do not hesitate to call us.
Sincerely,
M2 Design Group, LLC
Greg Miller, PE, CPBD
Proj. 07-0276
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OCT-02-2007 12:33 AIRTRON P.02i04
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
Jdb: 09-20-07
'G ?sa AIRTRON HEATING & AIR CONDITfONiNG
1'W MCKIkLEY aVENUE, CbLUMPUS, OH 48222•1 f 17 Phons: 614274-2345 Far. 614•279-b797 Emoil: alAroneolacoppar.nal Wee: www.thamoateS.eom
Project • •
For: WILLIS HOMES
LOT#471, BALLENTRAE,
Notes: BUILD.FAGES MAX.GAIN,GLASS DBL.LOW[E],
cEiLiNGS R30,WALLS a13+,BASEMENI' R6,
BASE 10',FIRST 10',SECOND 9',
Design . o
..,> Weather: Columbus, Int'I Airport, Q1i, US
Winter Desig n Conditions Summer Design Conditions
.: Qut.r7ide db Q OF Outside db 95 'F
Inside db 76 °F Inside db 75 °F
i? Design TD 75 °F Design TD 24 °F
?
` •' Daily range
fiumidiE
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Maisture diHerence 24 grJlb
Heating Summary Sensible Cooling Equ ipMent Loa d Sizing
t; Building heat loss 89046 Btuh Structure 44664 Btuh
Ventilation air 0 cfm Ventila#ion 0 Btuh
Ventilatian air loss 8 Btuh Desi gn temperature swin g 3.0 °F
Design heat laa d 89046 Btu h Use m fg, data n
Rate/swing multiplier 1.00
Infiltrafi ion Tatal sens, equip. laa d 44664 Btuh
i,, .. Methoa simplified Latent Cooling Equlpment Load Slzing
Constructian qualiry 8est
, s Fir e plaees 1 Internal gains 1150 Btuh
Ventilation 0 etuh
' Heating Coollng Inflt[ation 1869 Btuh
?.N Area (ft
) 5616 5616 Total latent equip. load 3119 Btuh
Volume (ft') 36120 36120
Air changes/hour 0,40 0.20 Tokal equipment load 47783 Btuh
Equiv. AVF (cfm) 241 121
Heating Equipment Summary Cooling Equipment Summary
Make Make
Trade Trade 5_pTQN
I ;. 361TTCUFT
3.31AClH
Efficiency 92.0 AFUE Efficiency 13.0 SEER
Heating inpu# 0 Btuh Sensible caoling 0 Btuh
a Heating output 0 etuh Latent cooling 0 Btuh
F? ?r Heating temp rise 0 °F Totai cooling 4 Btuh
Ir t. Actual heating fan 2000 cfm Actual cooling fan 2000 cfm
Heating air flow factar 0.022 cfm/B#uh Cooling alr flow factor 0.045 cfm/Btuh
,
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Load sensible haat ratia
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RIGHT-J SWfJRT FaRM
Entire House
? AIRTRON HEATING & AIR CQNDITIONING Job: 09-20-07
4360 MCKINI.EY AVENUE, COLUMBUB, OH 43222-7117 Phona; 614274234b FOx: 97h27a-57B7 Emall: elrvoneageopper.net web: www.tneminstatcom
Pro ` o w
For: WiLLIS HOMES
LQT#471, BALLENTRAE,
Desigii Info •
Fltg Cig Infiltration
Outside db (°F) 0 95 Method Simplified
Inside db (°F) 75 75 Canstructian quelity Best
Design TD (°F) 75 20 Firepiaces ?
paily range - M
Inside humidity 55
Moisture difFerence (gr/ib) ? 24
HEATING EDUtpMENT
Make
Trade
EffiCiency 92.0 AFIJE
Neating input 0 Btuh
Heating output 0 Btuh
Heating temperature rise C) °F
Actuai heating fan 2000 cfm
Heating air flaw factor 0.022 cfm/Btuh
Space thermostat
COQLING EQUIPMENT
Make
1'rade S.aTON
36177CUFT
3.31 AClM
Efficiency
Sensible cooling
Latent caoling
Tataf caoling
Actual cooling fan
Cooling air flvw factor
Load sensible heat ratio
13A $EER
0 Btuh
a etuh
Q Btuh
2000 cfm
0.045 afmBtuh
93 °h
RoOM NAME Area
(ft') Wtg load
(Stuh) Clg load
(Btuh) Htg AVF
(cfm) Clg AVF
(cfm)
basement 2015 21007 2989 472 134
MORNIIVG 162 8066 6414 981 287
GREA7 470 10658 7391 239 331
MAS BED 270 6037 2723 136 122
NfAS BATH 173 2567 1315 58 59
MAS WIC 95 660 208 15 9
LAUNDRY 104 1333 317 30 14
STUDY 144 3223 2210 72 99
FOYER 177 3034 1877 68 84
bINING 183 4479 3048 101 136
i'pR 60 0 0 Q 0
KITCFiEN 167 1468 1941 33 87
BED#2 144 3585 9761 81 79
SATH#2 60 1510 658 34 28
UPPER /GRE,AT 460 7164 4356 161 195
BED#3 187 3681 1638 83 73
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OCT-02-2007 12:34 AIRTRON P.04i04
2Q4
3780
167$
85
1145
75
177
LFT 413 6469 3855
Entire Hcruse d 5616 89046 44664 0,0 2000
i ' Ventiiatian air a 0 1
Equip. @ 1.00 RSM 44664
Latent cooling ??1g
_..; TOTALS 5818 89046 47783 2000 2000
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Load Calculation Worksheet
LOT #471 BALLENTRA, DUBLIN OHIO 43016
LOAD CALCULATION WORK SHEET PER 2002 N.E.C.
220.30
4tv.
Step 1
Square footage 3200 x 3 watts per table 220.3 a
Total
10,000
Step 2
Required branch circuits per N.E.C. Art. 210.11
Small appliance branch circuits, minimum two x 1500 watts. 3,000
Laundry branch circuits minimum one x 1500 watts. 1,500
Nameplate VA rating of all appliances fastened in place (permanen tly connected), or
located on a specific circuit. Examples:
Microwave 1,500
Disposal 1,500
Dishwasher 1,500
Oven 13,000
Cook top 4,500
Water heater gas
Well pump
Range
Freezer
Attic fan
Whirlpool
Furnace motor 1,500
Dryer 4,500
Others: Refrigerator 1,500
Garage door 1,500
Garage door 1,500
Total all VA's 47,000
100% of 10,000 of watts = (lst) 10,000
40% of remaining watts = (Z"d) 14,800
Step 3
Show air-conditioning load. 4,500
Show heating load. gas
*Note with all electric homes, only calculate the largest HVAC load.
Step 4
Add together ls` and 2"d totals with HVAC load. 29,300
TOTAL LOAD WATTS/ 240 = Service load 123 Amps
Aidim
REScheck Saftware Version 4.1.1
Compliance Certificate
Project Title: Lot 471 Ballentrea
Report Date: 08/28/07
Data filename: C:\Users\Steve Willis\Desktop\Permitting\Lot 471 Ballentrea.rck
Energy Code: 2003 IECC
Location: Dublin (Franklin), Ohio
Construction Type: Single Family
Glazing Area Percentage: 18%
Heating Degree Days: 5719
Construction Site: Owner/Agent:
Willis Homes LLc
Compliance: 4.2% Better Than Code Maximum UA: 718 Your UA: 688
7- ??() fa ?I 9'
Designer/Contractor:
Steve Willis
Willis Homes LLC
5528 Kinvarra Ct.
Dublin, OH 43016
614-563-6134
Ceiling 1: Flat Ceiling or Scissor Truss 181 0.0 30.0 6
Ceiling 2: Flat Ceiling or Scissor Truss 180 0.0 30.0 6
Ceiling 3: Flat Ceiling or Scissor Truss 510 0.0 30.0 16
Ceiling 4: Flat Ceiling or Scissor Truss 1092 0.0 30.0 34
Wall 1: Wood Frame, 16" o.c. 432 0.0 30.0 26
Window 4: Vinyl Frame:Double Pane with Low-E 18 0.320 6
Window 5: Vinyl Frame:Double Pane with Low-E 8 0.320 3
Window 6: Vinyl Frame:Double Pane with Low-E 15 0.320 5
Window 7: Vinyl Frame:Double Pane with Low-E 15 0.320 5
Window 8: Vinyl Frame:Double Pane with Low-E 15 0.320 5
Wall 2: Wood Frame, 16" o.c. 126 13.0 0.0 7
Window 9: Vinyl Frame:Double Pane with Low-E 15 0.320 5
Window 10: Vinyl Frame:Double Pane with Low-E 15 0.320 5
Window 11: `Jinv! Frame:Doub(e Pane with Low-E 15 0.320 5
Wall 3: Wood Frame, 16" o.c. 216 15.0 0.0 7
Door 1: Glass 40 0.610 24
Door 2: Glass 40 ' 0.610 24
Door 3: Glass 40 0.610 24
Wall 4: Wood Frame, 16" o.c. 144 13.0 0.0 9
Window 12: Vinyl Frame:Double Pane with Low-E 18 0.320 6
Window 13: Vinyl Frame:Double Pane with Low-E 18 0.320 6
Wall 5: Wood Frame, 16" o.c. 234 13.0 0.0 16
Window 14: Vinyl Frame:Double Pane with Low-E 18 0.320 6
Window 15: Vinyl Frame:Double Pane with Low-E 16 0.320 5
Wall 6: Wood Frame, 16" o.c. 252 13.0 0.0 21
Wall 7: Wood Frame, 16" o.c. 135 13.0 0.0 10
Door 4: Solid 18 0.350 6
Wall 8: Wood Frame, 16" o.c. 117 13.0 0.0 7
Window 16: Vinyl Frame:Double Pane with Low-E 36 0.320 12
Wall 9: Wood Frame, 16" o.c. 63 15.0 0.0 2
Window 17: Vinyl Frame:Double Pane with Low-E 7 0.320 2
Window 18: Vinyl Frame:Double Pane with Low-E 7 0.320 2
Door 5: Solid 21 0.320 7
Wall 10: Wood Frame, 16" o.c. 96 13.0 0.0 5
Window 19 Vinyl Frame Double Pane with Low-E 36 0.320 12
Project Title: Lot 471 Ballentrea Page 1 of 3
Data filename: C:\Users\Steve Willis\Desktop\Permitting\Lot 471 Ballentrea.rck Report date: 08/28/07
Wall 11: Wood Frame, 16" o.c. 144 13.0 0.0 9
Window 20: Vinyl Frame:Double Pane with Low-E 30 0.320 10
Window 21: Vinyl Frame:Double Pane with Low-E 8 0.320 3
Wall 12: Wood Frame, 16" o.c. 96 13.0 0.0 8
Wall 13: Wood Frame, 16" o.c. 96 13.0 0.0 8
Wall 14: Wood Frame, 16" o.c. 220 15.0 0.0 11
Window 22: Vinyl Frame:Double Pane with Low-E 25 0.320 8
Window 23: Vinyl Frame:Double Pane with Low-E 25 0.320 8
Window 24: Vinyl Frame:Double Pane with Low-E 25 0.320 8
Wall 15: Wood Frame, 16" o.c. 144 13.0 0.0 12
Wall 16: Wood Frame, 16" o.c. 144 13.0 0.0 12
Wall 17: Wood Frame, 16" o.c. 153 13.0 0.0 8
Window 25: Vinyl Frame:Double Pane with Low-E 30 0.320 10
Window 26: Vinyl Frame:Double Pane with Low-E 30 0.320 10
Wall 18: Wood Frame, 16" o.c. 189 13.0 0.0 15
Wall 19: Wood Frame, 16" o.c. 96 13.0 0.0 5
Window 27: Vinyl Frame:Double Pane with Low-E 30 0.320 10
Wall 20: Wood Frame, 16" o.c. 96 15.0 0.0 6
Window 28: Vinyl Frame:Double Pane with Low-E 15 0.320 5
Wall 21: Wood Frame, 16" o.c. 135 13.0 0.0 11
Wall 22: Wood Frame, 16" o.c. 96 13.0 0.0 8
Basement Wall 1: Solid Concrete or Masonry 432 0.0 5.0 35
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Window 1: Vinyl Frame:Double Pane 5 0.320 2
Window 2: Vinyl Frame:Double Pane 5 0.320 2
Basement Wall 2: Solid Concrete or Masonry 126 0.0 5.0 11
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Basement Wall 3: Solid Concrete or Masonry 216 0.0 5.0 18
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Basement Wall 4: Solid Concrete or Masonry 144 0.0 5.0 12
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Basemen: Wall 5: Solid Concrete or Masonry 234 0.0 5.0 19
Wall heiynt: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Window 3: Vinyl Frame:Double Pane 5 0.320 2
Basement Wall 6: Solid Concrete or Masonry 252 0.0 5.0 21
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Basement Wall 7: Solid Concrete or Masonry 135 0.0 5.0 11
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Basement Wall 8: Solid Concrete or Masonry 117 0.0 5.0 10
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Basement Wall 9: Solid Concrete or Masonry 63 0.0 5.0 5
Wall height: 9.0'
Depth below grade: 8.2'
Insulation depth: 8.2'
Basement Wall 10: Solid Concrete or Masonry 96 0.0 5.0 8
Wall height: 9.0'
Depth below grade: 8.2'
Project Title: Lot 471 Ballentrea Page 2 of 3
Data filename: C:\Users\Steve Wiliis\Desktop\Permitting\Lot 47 1 Ballentrea.rck Report date: 08/28/07
Insulation depth: 8.2'
Furnace 1: Forced Hot Air90 AFUE
Air Conditioner 1: Electric Central Air13 SEER
Compliance Statement: The proposed building design described here is consistent with the building pians, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in
REScheck Version 4.1.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title
Si n ture Date
Project Title: Lot 471 Ballentrea Page 3 of 3
Data filename: C:\Users\Steve Willis\Desktop\Permitting\Lot 471 Ballentrea.rck Report date: 08/28/07
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IST FLOOR LAYOIJT
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PLANS ARE PROPERTY OF WILLIS HOMES LLC AND COPYRIGHT 2006
STEVE WILLIS
614-563-6134
JIM WILLIS MODEL
614-889-9785 LOT471 BALLENTRAE WILLIS HOMES AucusTZZ,zoo7
BUILDING CUSTOM HOMES SWCE 1970
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614-563-6134
JIM WILLIS F,EL
614-889-9785 LOT 471 BALLENTRAE W I L L I S H O M E S MAY 5, 2007
BUILDING CUSTOM HOMES SINCE 1970
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PLAN5 ARE PROPERTY OF WILLIS HOMES LLC AND COPYRIGHT 2006
STEVE WILLIS
614-563-6134 ?
JIM WILLIS F MODEL
614-889-9785 LOT471 BALLENTRAE WILLIS HOMES MAY5,2007
BUILDING CUSTOM HOMES SINCE 1970
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PLANS ARE PROPERTY OF WILLIS HOMES LLC AND COPYRIGHT 2006
STEVE WILLIS
614-563-6134
JIM WILLIS MODEL
sia-ase-s?ss LOT471 BALLENTRAE WILLIS HOMES MAY 5, 2007
BUILDING CUSTOM HOMES SINCE 1970
10;'15; 20 0,3 09; 49 614ea545715 B?UER D?,„'IDSOrJ HrJD nl PHIaE 0 : E`02
BAUER, DAVI DSON & MERCHANT, 1 NC.
CONSULTING ENGlNEERS
255 GREEN MEADOWS DR1VE SOUTH WCSTERVILLE, OHIO 43081
PF-lONC: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT IVO. 471 BAL(.ANTRAE SECTlON 6 PART 1
F'LAT BOOK 108 C11Y OF DUBLIIV
PAGES 91 & 92 FRANKLIN COCl1VTYp DH10
MAY 23, 2007 SCALE; 120 °
Z 93H.4
EX. 938.7
g37.6
EX.T.C.=93?.04 ST N 05'10°36'? W 95.00`
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13?8UILOIfVG LINE? ^ 23.00
938.9
939.9 pROP• 939.0
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o???? Q 938.4 ^ ? 25' EASEMENT ? l SLOPE
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oufier 938.1
937.4 ? 938.08
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? - . . . . . 130'? TO C/l OF GLEND
ALL4NTRAE PLACE --
ry Q
U) T A DUBIJN GRADE CERTIFICATE
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' T1r?s plot ?c prpporod for Phe locol Dv?ltl;n9 eqpo+'lmynt's use ond ?s noP October 15, L00B
it to be construed os hov,ng Deen preporrd for !he owner or for !he use
? of Me oMner for ony pu?yose. 938.5 = Proposed Elevotion
° Me no,, Aetertn?xA?I?aI lhln Io( K? .,yn;n tne ??m;rc p?WIVO.
ILLL/S HOMES 9?,4 = As 8uilt Elevation
? of Flood Ione _ X of sMywn on INe Flood iniu+vnce
? Ret+ uov ?er FRANK4IN, CQ: , pl,;o, Con,mun:ty SuRv'D ORAURJ CHECKED
re,,,,, rv„m,,,, 39049COLQ-8-q ErrKrr., Dt. A_O-15I_ 2. 1995 DRB BK Ref # 752-07
REV. 8-27-07 lf 1365-07 I.D. 125 h:\dwg 08 P&G\ 1 16408\ 11648dgcl.ciwg\ Order No. 1164-08
08/2112007 12:17 614-241-2080 EDWARDS PAGE 03
A!'ChttCCtLiral ReV1CW COTYIm.1tte
Plan AppravaX Natification
Lot Number: 471 Secdou: 5 D:ate: 8/20J07
Address: 5739 Glcndavoa Loop
Builder: Willis Hoines
Plans far the abovt refereneed Lot bgve been reviewed by the Bauantirae Architectural
Revnew Committee fax compHance with: .
¦ Arcbuitectural Diversity Standa=d
¦ Exterior Maetexxals Usage
¦ Front Yaurd Seti Back Requirements
¦ Site Plan Requiremetits
Plans are approved as submitted for the above referenced elements.
¦ No Furthec AppravaLs Required
? A.dditiona1 Approvals Reqwired as Follows:
Approval Ce ' by:
ChaXles P. Dntscall, Member
-=-.,Iaas revXtwed by Acchitectural Review Committee members-
E Acbon+h Rutalc-Gaodwin, Edwuds GailfCammuniries, LLC ¦[krryBird, AzrAj&-,cr, IG'id nfauJi sndAseoci=tea
0 PrterZdursrda, .8dwsrds Go1f Coanmunaues, L'LC O Serly.?ee? Landac'pe McJ?;t,e,?y 11[yers Scbrraalrnberger
¦ aqrles P. ZWscall, Edair+is Golf Commuoirie6, .Gi.C a mahad a°ile, Landrcape Awhiuv% Blraf Haulc &Assodaces
?? Bi,ian 1ren:janes, Archieecr
X'ark d Rrer76tial Golf Conrmunity
,
CITY OF DUBLIN
CITY OF DUBLIN
E PERNIIT NUNIBER:
07-? ? o/,? 9q
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: ,
b Pk . I Lot Number:
*7! Reviewer:
e PP
Address:
57 39' Date•
o? D b d?
ITEM DESCRIPTION YES NO N/A
1 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.
/
V
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,
V/
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,
?
I
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. ?
21 Tree lawn size is shown and labeled as 7 feet. ?
22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number: 3qo41(,QJO$G Effective Date: 0'-v • 0 2, ' 9 rj
?
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, ?
28 A north arrow is shown.
29 If a corner lot, address should be for street that the front door faces.
Comments:
.
REVIEW RESULTS: L/APPROVED
? DISAPPROVED
? Expedited Second Review
If this Site plan is disapproved, please r.eturn this checklist, the redlined Site plan, and two revised permit
applications to the Division of Building Standards.
8/15l2007 N:TngineeringTOLICYIENGPOL019.doc
BAUER, DAVIDSON & MERCHANT, IIV"L.
CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT GRADI NG PLAN
LOT N0. 471 BALLANTRAE SECTION 6 PART 1
PLAT BOOK 108 CITI' OF DUBLlN
PAGES 91 & 92 FRANKLIN COUNTY, OHIO
MAY 23, 2007 VSCALE: 120'
EX. 938.7
g37.6 95.00'
EX.T.C.=937.04 w ???? ti ,?
EX•
EX. 936.9
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936.91 ^ ? "-o ; PLACE N
m?zmm? ? N
? 130'f TO C/L OF GLENDA ? • • • » • • 113ALLANTRAE PLACE
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,n
? Thls plot Is prepared for the local building departments use and is not to be construed ds ha ing been prepared (or the owner or for the use o/
? the owner /or oriy purpose.
?
? . ? , ' ... . . . .
aWe have detmmined?tMt tNs bt lies within the limits Parcel No
WILLLIS HOMES
p ol Flood Zone x oi shorn on the flood Insuronce
= Rote Mop for FRANKLIN. CO. , phro, co ..m... i?y SURV'D DRAWN CHECKED ,?
Po?l nnumeer 39049C0108G Eryectrve oote AUGUST 2, 1995 SS BK ??
EPP oCI o b oT
REV: 8-27-07 11365-07 I.D. 125 H:\DWG 07P&G\75207\7527PG1.DWG Order No. 752-07
~ ' t 8 GEN~RaL GEN~RAL NO ~ GENERaL NorEs
. FiREPLAGE Brz PROYIDED At L.F-A6? ONE bIp6 NAZARDOUB GLAZING - GLAZING BNALL BE INBTALIED TO
i 10 6E A MtN. OF 34° TO 3B~ HANDRAIL TO B~ PROV~DED A7 NANDRA IL pF 61AIR8 WITH 3 OR MORE RIBE H 3 OR 110RE RISERB.
EXTEND A MINIMUM OF 2 FEET NiG~ER TNAN ANY PORtION OF TNE y~tICA1LLY FROM VOSINU 0= 1READ. BtAIR 1~,4NDRa1L8 TO TNE BA6E1 GHIMNEY 5NALL NqNp (,f~lP N0T TO FXGEED 2•5B" IN GR05S 41L8 TO THE BASEMfENT ANT GLA68 WITHIN 18' OF FLOOR AND WITHIN 3' OF OO LLED • 34" A$OYE THE STA{R ANY TL3B OR BNOuER AND WItNM 21 OF ANY DOdR N
• WIiHIN 10 fEEi BUi SFALL NOT BE LE55 7NAN 3 ~EEt QBOVE T~E POINT ~UF+ERE A PRGPRIATE SNAPE WILL 8E IN8?ALLEO ~ 34" ABOYE 6UILOIN~S SECTION'DIMENSION OR AN F RTIGALLY FROM THE 6TAIR INSUL4TION AND FAGINCa IXPOSED IN ATtIG DWELl.ING UNITS N
a CFiIt1NEY PASSES THROUGH 1HE RDOF. IDE AN EQUfJALENT MEABURED YERIICALLY Fl20M TI t E WIdICN 5HIALL PROV SREAD IWTMI BP{NpLEB LOCA PWDLEB LOCATED AT A N fG. HAND GRIP PARTITION 61-lALL OR GRAWL BPAGE6 BHALL NAVE A FL41'1E 6PRSAD RAtR'i~s
TN EX''ENSION SHALL EXiEV~ A MINIHpt10F 16" IN FRGNT OF AND A HINITIUM r~q~pplNCa S~RFAGE. MA?i. OF 4" 0lC. NAND GRIP PA NE4R f B° BETOND EAGH SIDE OF T~IE FIREPL~+GE OPEhING LESS iNAN 6' SQl1A~ED N4i BE HCRE T1aE 2~3/8 IN GRG i THE 24318° IN GROBB bEGfION NOT t0 DCCEfp 25 AND BYIOICE DEVfLOPED FAGTOR cn
0 ANp ~0" AND 12" RE5PEGTIVELY POQ 6~ SLlUAREO OR L.ARCaER• OIM. OR AN APPROPRIATE BH qppRpPRIATE BHAPE WNICH BHALL NOT TO DXGEFD 450 0
GCE SHALL BE INSIALLED IN AGGORDANGE UNTH ?NE SMGKE pETEG10RS SNALL BE INBTALLED Iw ALL SLEEPIN~ PORCHEB, BALGONI~9 OR RA151 FAC?GRY BUILT FIREPL ROOM, AtREA JU810UT SIDE, ADJAGEN' AND WIiHM i-GONIE9 OR RAISED FLOORB CONGRETE 8LA88 IN BASEi1EN7 614ALL BE 1500P81 AND ~
ANUFAG'URES 5PEGIFIGAT'ONS ANO THE L.a?EBT EDITION OAF TNE NAP CODE IN CAiNEDRAL GEI~INGS LOGATED MORE TM1AN 30~ A901 r 15 ~EEt pF EACN SLEEPING AREA. ZE TM1AN 30" ASOvE THE FLOOR GAR.4CsE BHALL BE 3500 P61, ANP BOTH 6HALL BE Q aALL NAVE GUARDRAILB NOt AIR-ENTRAINED GONCRE?E WItN YAPOf2 BARRIER . ALL
A EX?ERICR AIR N 3~EET OF TNE HKsHEST P01!tT OR GRAOE BHALL HAVE GUARO 1 RY 8'JILD OR MA60~RY FIREPLACE 5NALL BE PROYIDED W17N N~ pETEC10)R i0 BE WITNI ~ THAN 36" HIGµ. OPEN Bta HlGµ, pPEN 6TAtRB W17H A INtERIOR GONGRETE bLA58 ON GRAAE BHALL HAV£
FAC 0 OF tNE 5'iLOPEO GEILING. ALL DETEG10R8 70 BE HARD LY 70 ASSURE PROPER FUEI- C~~USTIOV, i Y BaGK UP. R~S~ OF MORE THAN 30° 9NALL SUPP WIREO WI"1H BAT ER }2,d,ILB NOT LE88 ?NAN 34' HIGH. E THAN 30" BNALL NAVE GUl+RD A VAPOR BARRIB2 OYER 9A9E GDURSE. $8 TNAN 34' HICsH. DlSTANGE 2 x$L~{~I~ Wup,L TO TNE J0I9T t0 58 iNBTAl.LED
IxG EXPGSED ~N ATTIG, DWELLING UNIT $ETWEEN SALLU87ER8 N01 TO E INSULArICON AND fAG pRpVID£ AN 5QlJIVALENT GRIPF ,LIJbTERB NOT t0 SE LEb9 TMtA.N 4', s 24" O/G 6ETWEEN THE l3AND AND FIRBT JOIBT WHICH I.r° EQlJIVALENT GRIPPING bt1RFAGE.
OR GRA4~,1. AREA 5NALL HAYE A FLAME 6PREAD RATINOT rHE EIAND GR~P PORiION OF N,~ ;IP PORtiON OF 14ANDR.41L BIdALL PARALLEL t0 THE FOUNDATION WALL BLOGiCING 6NALL SE
NO? i0 IEXCEEO 95 aND 5?1CKE DEVfLOPED FAG?OR NAVE A 6M00 ' 450. ~ i0 DcGEED 2Ty_ W/ NO BN~+RP ELsE6 ADEGtUATEL7 FA6TENED TO THE FLOOR bHEAtHING. ~ ~
. p,JAGK STUDS GLUED AND NAILED TµE 97pIR 7RFAOB WILL BE Ai I :EADB WILL S
J3 • 3 JAGK SNDS ~LUp AND NA~~m IN ALL FfRAMEfl WALL5 ANO FLDORS AN~ G£~LI4G5 N07 VENTILAIED a~ TMg RIBE WILL NOt DcCEEC Jq . 4 JAGK STUDS GLUED aND NAILED TO ALL~W FOR MDISTUR~ ?0 ESCAPE, AN APPRGVED vAPOR~L` gtEP, A 111N. HE4D RDOM OF b~ WILL £ A? l T 10' DEEP J0I8T UND~ PARALLEL BEARING PARTITION BNALL BE ~ ~ : NOt IXCEED " P DOUBLED OR A BEAM OF .~~ATE BIZfi TO St1PPORt TNE L1J NE4D ROOM OF b'-8' WILL BE LOAD bHALL BE PROVFDED. U
RETARD)ER HAYMG A HAXIt1UM PERM RAYING OF 1.0 AND AL INSULAilO~t. ML4MTAINED. PORCF~B, BALCC PORCHEB, BALCONIE6 OR RAII6ID (n
dE IN52~ALLED ON T+~E WARM-INa~1lNfER 51DE OF 1HE THERH qppRg LOCAtED 110RE t4lAN ATED T'IORE tNAN 30' ABOV~ ?NE IF U1NIRLPOOL 11tB3 ARE t0 SE INS1ALLtD AN ACCE89 MUST 8E RAOE BHALL NAVE GUARDRAILB PROVIDID TO THE UNOER 81DE OF tNE TUB PLATFORM ~ Cn
WALL 9RAGING RC4IJIRE~1ENT6 PER RCO 604.10 OR OR 6RAGE BHALL HAVE 18" GLEp4RANGE bHA1L 6E MAM7AINED BELOW FLOOR JOIBT5 0'QER L~ T~gg tl{AN 36~ N~GH. OPa 4N 36' HIGH. OPEN b?AIRB U1lTH OR A REh'IOVAL FRON? PANEL f'AfBt 8E IN9tALLE.D FOR O W ;E tHAN 30° BHALL HAVE Gt1ARDRAiL9 BERVIGtNG 11AMTENANGE AND OR REt'IDVAL OF T~1E T'IOTOR O
BE15MiG DE51GN CATEGORY 8 DcPOSEED EARTN IN GRAWL AREA. vAPOR BARR~ER 1'H15t 6E RI E OF ~E tNAN 30° BHALL ~ OF 7NE l601L. LE88 N 34° NIGH. ~ 4N 34° HIGH. .4NC PLLMP. _
BAS~G WIND 9PEED 100 MPN Ci2 LES~~TMING L BE " AND FOUNDATION ~
N11N110U5 S~RUGTURAL PA*lELED FlRE SifAPPING SHALL BE PROvIDED TO CUT OFF ALL GONG~ATIED ~ppTERB WILL CE " A~ GO p~2 RGO 60P•~0•5. ALL 9NEA7HABLE WALL ORAF15~ (VERTICAL AN~ NOR120NTAL) AND T~ ~ OR ES A TNE ROOA WALL6 WILL BE 9' POURED WAI BE 9' POUREA WALLS WIT1-1 04 r/~
F~(iER~OR ALL ARFJ+S TO BE GOVERED WI''N FIRE BAfRRIER BEIWEEN 570RIE5 ANO BETWEEN 5 ~Z, ~AR ~ 48' O/G R0 48" O/G V J ? 4L REBAR 06 0 24" O/C
pLrwooD oR osa. qNp v~71CAL REBAR'6 + 24" GOMSUSTION AIR IS REQUIRED AT 5Q CUBIG FEET PER 1000 BTU/H. W~~~ A~pp? pF i0P OP FOIA' rt OP ?OP OP FOUNDATION WIT61 ~ V
ADDITIDNAL WALL BRAGIVG HA8 BEEN ~'ROVIOED IF ROOM DOES NOT PROYIDE ENDUGH FRE9N A~R THAN BUIL4ER TME ~gAR BEING q MIN~ OF 5~ t0 INGREASE iHE SPACING Gf BRACED WALL TO IN5?;All FRESN AIQ FROT1 OUt51DE SOURGE• BOIL BIDE OF 1NE FOUNDAtYpN, gEING3 a niN. oF 3° FPon n4e : THE FOUNDATYON. PIER PADB ~ Z
LINES PROH 35-0° TO A HAXIMUM OF WILL $E BI1:ED PER LAN WItN'~ D PER LAN WITN 63 REBAR F.4C14 WAY. wau. wiLL Have warEx YENt{LATION
~p" pER RCO R661.10.~.4 DcCEP'i0N5 I+ 2 ALL nEttAL Fri51ENER5, CONN~Gi0R8 OR OTHER HARDWARE Irf pp~ppTpN WALL WILL NAVE W ~ AIREGT' GONTAGt WITN ANT PREBERyAT~'~~ ~~+TED LUMBER 8~A11NG PROOFING A6 A MIN W/ INBULA' 6 A MIN W/ INBULATIpN 5OARD. ~
STAINLE54 STEEL TYPE 304 OR TTPE 316 OR NAYE GALYA*1 ZED ~~pqi~ WILL BE DACKfILL 7HAT C~011PILE8 UNTN THE A91M A'23 CLA59 D 91A~DARDgT ER5 MUSi WASHED ~51 BTQNE fOR A F11N. WILL 5E DAGKFILLED WiTN (1~ 6TpNE fOR A MIN. OP 36" ALL WA.BITABLE ROOM8 6NALL BE P'ROVIDED WITN
fAStEN'IER9 AND HARDWARE. iNE GONNEGTORB A~D FA5 EN AGCsREGATE GLAZING AT NO LE66 THAN
BE TN'c! SAME t1AiERIAL FOR GOMPAflBILITY. 1HE GARAGE t0 HOU5~ OGOR E TO HOtlsE DODR WILL SE A 9 PERGENT OF FLOOR ARE4 AND FOR BUGN ROOMS. t t0 MAINTAIN THE REMUIRED ONE NALF OF 114E 7pTAL GLAZE AREA BNALL BE
IREMENi PER RGfl 601.10.3 btEFJ. OOOR t0 MAINTAIN tNE PAN0. ~~CKNE69 ~ AttAGN11ENt REQU ?0 MIN. fIRE B~ARATION. WA ! BEPARATION. U3AL! ANP OPERASLE. 1t'ION t0 THE 3-IDUSE BNAU-
RAL PANEL SHEA?HING (APA RATED WITN A GElLING COMMON t01}aE NOU2 hiEtNOD 3 • WOOA 5tRUGiU ' pR 5/0' F"ZE RAtED DR'fWALL
T E55 ?HAN 5l16' FOR I6" O/G BTJD SPACING. ATiAGN gE TYPE "X' OR 5/B' F~RE RA taIGKNE55 NO L gT(2UGTURy11 pANEL i0 5ND8 WITN bd GOMHONB AT 6° O/G A7 EDGEB 6MOkE DEtEGTORB WILL SB lN EGTORB WILL SE lN9TALl.ED ON
qNp 11" O/G AT iNTER11EDIATE SUf'PORTS. ~N ~pp{~ ~,~y~, ~FI~RE w Z LEVEL. TNERE UlIW. ALBO BE ~
• GTPSUM 80ARD WITN MMIh1UH V!" TNIGKNESS FLAGFD ON 6MOKE AIARt'i8 M EAGN OF ' METNOD 5 ~{p,Rp IU~RfD WITH 6AITERT D~ RM8 M EAGH OF T?-E 6EDR00118, ~,,,~CTRICAL N ) WITFI 6ATTER'~" aAGK UP
SND6 6PAGED AT HAXIMUM OF 24° O±G AND FABTENED AT l° 0!G WITN 5d 1-'I,Yg 6HALL SE FIN18HED AT =
: GpOLER NAIL, 0,086 DIAMETER, N51B LONCa PER TABLH R'1023.5. ALL NALLWAYS 6HAL1 SE FMIE L~AOT 3'-0' WIOE aps ALL OUtLET6 OUT6lDE AND WlTNIN GONTAGT OF WET
AREAS WITNM 714E NOUBE SHALL 5E GFl PROTEGTED' ~
. BA9~YlENT FLOOR WILI BE 4" FLOOR WlLL BE 4" 6 SAG GONGREtE a ~VER A WATFRPROOF 19EMbRANE ALL OuTLETB WITNIN COh1TAGt Of WE? AREAS 81-~A1J-
M LIGNT AND vENtll.atlON SCNEDULE WITN AIR Dv82 A Wl+T~PRO R00 AND A HIN, OF 4" GRAYEL PIL OF 4. GRAVEL FILL. BE AT A MIN. OF 41-0" O/G AND WIT1dIN Z' OF THE mGE O OF THE GOUNTERTOP. V
vENT~LATION RE~'D vENt EGRE59 ~gE~N ~,OADB , FLOOR GLA55 REQ'D GLA58 AR~ AR~ D G,4RAG£ FLOOR WILL BE 6 B~ .OOR WILL BE 6 BAG GONGREtE WITN ~
ROOM NAME aR~, aR~? aR~a '4RE4 , 5.9 6~ AIR OVER 4" 4RAVEL FILL _ W 2 4" GRAYEL FILL . ~
269 ~5 21,52 2.8 10.~6 MAg1ER 8DR11 ALL BEARING NEt+DERB WILL I JG NEAGER6 WILL BE 2'2xb WI?N VIb' 0615 ALL HA5ITASL6 ROOM9 BHALL BE PROVIDED WITH ~
aa !a,b w4 FIQOR tAAD• ALL LUMBER t0 6E 60UTHFRN PME-FIR OR 465 92 3~ BPACER U.N,O. ~E GARAGE GRFJ~T ROOH 31,5 51.5 '8.16 WA N.O. THE GARAGE POOR 7~+EADER WILL BE aGGRErsA?E GLAZING AT NO LE88 TM~4N J Z pLANg 8 PERCENT OF PLOOR AREA AND FOR 6UCN ROOMB, -i
~ 50NL BFARMG ¦ I5041.Bv° BIZED PF]2 PLANS KITCI~fEN ~ MORNiNG' 469 ON8 HAl.F OF THE tOTAL GLA2E ARF1A 9NALL BE ~ OPERABLE. W LU
11.44 9.6 5.'~ wA ~IYE, DF1+0~ 5T11DY 143 ~4 LO~ADI1~ WILL SE 47C4 * 16" O/C AND E7tiERlOR Q J
24 ;L'16 9~9 5.88 , wa ALL WALLB WILL BE 7X4 ~ ib" pINING qp ppp I5 P8F 14l 9~ ~.48 3,~ FJR:B? FL00lt~ ~ ~y PBp WALLS WILL BE 6HEATF~D WI BE BHEATN~ WItN 1/16' 088 8U8-9101NCs =
EpR00M •q !64 24 ~i,96 6~LQND FL04R~ 40 P 0 PBF FOR WINO 6RAGING. ROCP u 9R,4GING. ROOF WILL 6E TRU88E8 GOT"it''LETd-'~ f/~ m ?gg AND PLY '1-I" CLIPS. ~
~4 5.1 ATttIG WITH 6tORAGFa ~ P8F YO P9F WIiN Vlb' OBB AN B '4,12 9.6 BEDROOM 1A4 5.~ RO>OF W/ GE~LMG 10AD8. ~ J c--
24 15.04 9.6 1,52 20 P8F 20 P8F ~M .4 ~gg RO~F UUO CLG LOAGB• ip PBF ALL FRAMING AND MATERIALi BEDR 9.52 5.l 20 P8F NG AND MATERIALB 6HAll GOMPLY WITN 8Sr-T10 W I N D O W E R E S S 's RE61DENTIAL CODE OP ONIO AND BE 80U7NERN PINE If2 ~
24 ~,04 '~6 RD)OF BNOW• 60I OF THE REBIDENTIAL COI LOFT 438 OR EQUE4L AND ALL FRAMfN L AND ALL FRAMMrs SHALI- 6E IN aCC4RDANCE WITN O ~
. P9F faDD 50 PBF IN AREA W/ NOi 1U6) L£ R3013,Y~J DF~CKINfs TAB ~z.3.KV SILL HEIGHT SHALL BE NOT MORE THAN 44 {NCHES h}-
Wik4D DEBIGI~. 9011PH fGATEGORT - W I1.5 P6F ~ J ABOVE THE FLOOR. 0 W
AREAS TIiA1 DO NOT MEET THE MINIT~I~1A REQUIREMENTS FOR UGIiT ANO Ip~NE ~I' 6EI6MIC GOND~I~ONB AT LEAST ONE EGRESS WINDOW WITH ~
VENTIL4TION PER 2~DD IRC SECTION R3U3 WITHOUT GIAZED AREAS SHALL FRR08t OEPTH ~ HINIrtUtt 36" BE SUPPLEMENTED BY MECHANICAI UGHT AND vENTItAiiON PEa ~g,1~T tp TERMItE DAYIAGE AND DECA t'~ ~ 3 ~EGR~EB F. A MIN. OPEN AREA OF 5.7 SQ. FT. WILL BE ~
IRC 303.1. 303.2, 303.3 AND 3D3.4. WI~NTER OEBIGN TFJ'1P. FOR H~tiNG FAG L INSTALLED IN ANY ROOM CONSIOERED CL
NOTE+ SLEEPING QUARTERS NOT CONTAINING w
qyp5 $Q, FT OF A1iIC / 150 SQ. IN. PER SQ. F?. ~~~36 SR. F1. REQUIRED AN EXTERIOR DOOR. Q
TOTAL OF P09 5Q. INGNE9 GF ;IENTING NEEDED. ~QUQR~ ~~OrQ~ MRE F007aGsE (n J
SpFFIT ;IENTINCs 6HALL 6E MIN. ~IR~?Y ~LOOR•••••~•• FLOOR.••-••••-210) MIN. NET CLEAR OPENING HEIGH DIMENSlON SHALL z O
, 30 SG2, 'N. FREE vENTILAiION EACN )ATIDN..........210~ BE 24 INCHES AND MIN. WIDTH SHALL 8E 20 INCHES.
qND SPAGE~ EQU4LLY Ai IO' orc ~QUNpATIDN...,,.,~. ON ALL OVERHANGS S~GOI~D ~L.OOR~~~ ,iD FLOOR.... 1045
,C:E ................l18
?OTAL NET FREE YE4TILATlNG AREA SHALL N0T BE LE55 7NAN ~Q~Q~~ 170 150 OF THE AREA OF THE SPAGE vENiILATED FRONT PORCN,.... - T PORCN....... 3(o
US RIDGE vEN11NG ORGN.••.•• coNTirauo REAR P PORCN.......233
AT ALL R~DGEB J M U) co
Pr4GE 1 OF 14 j
~ APPROVED ~ PLANS MUST BE ~~J
, SITE FOR ALL INSPECTIONS. w~~ ° w--T n-T
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V
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7 3/4" MAX. RtSE
10" MIN RUN
PER CITY OF DUBLIN
~ ~~~Ra~. Nor~S ~~~a FIREPLaCE GENFERaL NOtES
O BE Pf20VIDEU AT LE.497 ONE SIOE
A MINIMUYI Of Z FEEi HIG4ER iHAN ANY pORT~ON 0~ THE ~IANDR,AIL TO BE A MI\. OF 34° TO 3B° NANDRAIL ?0 BE PROVIDED ~ GHIMNEY SHALL EXtEND dERTICALLY FROM NOBING OF TREAD. OF BTAIRB WI7H 3 OR MORE RI 11TN 3 OR MORE RIBERB. NAZARDMb GLAZING - GLAZING bHALL BE IN6tALLED 70 ~
BUILDING WItHIN 10 FEET BUT 5HALL N0T 5E LE55 THAN 3 FEE1 ABOJE tHE POINT '.UI-ERE HAND GRIP NO? TO EXGEEi :-5/8" IV GRO55 97AIR HANORAIL6 TO TFIE $AS TN. CNIMNEY PASSES TNROUG~ TNE ROOF. SECTIOIN DIMEN510N OR AV APPROPRIATE SNAPE WILL $E IN6IALLED ~ 34" A50~ RAIL6 TO TNE $ASEMENT AN7 GLA59 IUITHIN 1B" OF FLOOR AND WITNIN 3' OF p fA1LEp • 34" A50vE TI-tE BTAIR ANY TUB OR BHOLUER AND WITNIN 4' OF ANY DOOR 0 N
A EXTE4D A"11NIMUM OF 16' IN PRONT OF AND A MINIi1UM WNICH SHALL PROVIDE AV E4UIYALENT MEABURED VERTIGALLY FROH ~ERTICALLY FROM TNE 6TAIR BPINDLEB LOCAtED AT A INBULATION AND FACING EXP06ED IN ATTIG DWELLING UNITB N
NEARtH EXTENSION SH LL GRIFPIING &URF4CE. TRE4D WILN 6PINDLEB LOCAtE Cf 8 BEYON~ EAG~I SIDE OF iHE FIRE?LAGE OPEN~VG LESS TNAN 6' SQUARED MAX. OF 4" O/C. NAND GRIP f O/C. NAND GRIP PARTlTiON SHALL OR GRAWL 5PACF3 SHALL HAYE A FLAME &PREAD RAtING
Ahp 20" AVD ~2" RE5PEG1"rELY FCR 6' SQUARED OR LARGER. NOT SE MORE TNE 1~518° IN Cf ZP THE 215/8" IN GR066 6EGTION NOT TO EXGEED 15 AND bY101GE AEVELOPED FAC70R ~
DIM, OR AN APPROPRIATE SI FAGTCRY BUILT FIREPLAGE SHALL BE INSTALLED IN AGGORDANGE WIiN THE SMCKEi OETEG?ORS SNALL B't INSTALLED IN ALL SLEEPING I APPROPRIATE 6HAPH WHICH 6HALL NOT t0 EXGEED 430 ~
MANUPACTURES SPEGFIGATIONS AND T+~E LATEST EDITION OAF THE 4AP GODE. ROOM, AREA JUS? OJt S DE, ADJAGENT AND WIialN PORCHEB, BALCONtEB OR RAI SALGONtEb OR RAIOED FLOORS GONGRETE 5LA86 IN flla6E1'1ENT 6HALL BE 2500P81 AND 0
~ V Y F~RfPLAGE SHALL BE PROVIDED WITN A1vD Ek'ERIOR AIR 15 FEET' OF EAGH SLEEFING AR'ca. IV CATNEDRAL GEILINGS LOCATED MORE TNAN 30" A9~ FAGTORY B'~lLD OR `1A50 R DETEG1fGR 10 BE WIiHIN 3 FEET OF THE NI(~NEST POINt ~R GRADE 6NALL NAVE GI1AF ~RE TNAN 30" A80YE TNE FLOOR rsARAGE SNALL $E 3500 PSI, AND SOTN SHALL BE Q BHALL HAVE Gl1ARDRAILB NOT AIR-ENiRA1NED CANGRETE WiTH VAPOR BARRIER . ALL
SUPPLY 70 A55~JRE PROPER FUEL CAMBU5Tl0'J. Of TNEi SLOPE~ GEILING, ALL DETECi0R5 ?0 BE HARD LESS THAN 36' N~GH, OPEN 81 36" NIGN. OPEM 9TAtR6 WITH A INTERIOR CONGRETE 3LA88 ON GRADE 614ALL HAVE RE tHAN 30" 6HALL 14AVE GUARD A VAPOR 15ARR4ER OYER SAbE GOLtR6E.
WIRED WiTH BA'TERY BAGK UP. RI6E OP MORE tHAN 30" 6HAl RAILB NOT lE6B TNAN 34" NIGI .ESB TNAN 34" NIGN. DiBTANGE
INSULA'TION AND PAGING EXP06ED IV ATTIG, DW'cLLING UNI' BETWEEN SALLIJ9TERB NO? TO OR GR:AWL AREA SHALL NAVE A FLAME SPREAD RATING PROVIDE AN EQUIVALEN? GRII 4LLt18T5R8 NOT TD SE LE6B THAN 4". 2 X BLOCIGING EOUAL 70 TNE J0187 TD BE INBTALLED y EQUIVALENT GRIPPING 6URFAGE. • 24" O/G BETWEEN THE BAND AhID FIRBT JOIBT WHIGN 16
NOT iq EXCEED 25 A*ID SMOKf OEvELOPED fAC10R NOi THE HANC GRIP PORtION OF 1 'tRIP PORtION OF HANDRAIL 6HALL !'ARALLEL t0 TNE FOUNDATION WALL. 6LOGKING SNALL 5E
J2 • 1 JAGK 51UDS GLUED AND NAILEO TO ~~E~ HAYE A SMOOTN 6URFACE W/ )OTN bURFACE Ul/ NO BNARP EDGEB ADEQUATELY FABTENED TO THE FLOOR 6NEATHING. O
J3 - 3 JAGK STUDS GLUED AND I~A~LED J4 - 4 JAGK 5TUD5 GLUED AND NAILED IN ALL FRAMED WALLS 4hp FLOCRS AND GEIUNGS NOT vENTILAtED THE B1AIR tREADB WILL SE A1 RE.4D9 WILL SE AT 9" JOIBT UNDER PARALLEL SEARING PARTITION SHALL BE ~
' 10 ALLOW FOR MOISTURE TO ESGAPE, AN APPROVED vAAOR AND THE R~6E WILL NOr EXCEE RETAR;OER HA'JING A MAXIMUM PERM RATIVG OF I.0 AND SHALL 6tEP. A MIN, NEAD ROOM OF SE WILL NOT ExCEEDB+I/ ER DOU8LE0 OR A HEAM OF AOEQUAIE S1TE 70 SUPPORt THE r~ U 1. HEAD ROOM OF 6' " u1 BE LOAD SHALL BE PROVIDED.
~N(s REG~UIREMENtB PER RGO 602.10 YE INS'TALLED ON TFIE WARH-IN-WINTER 51DE OF iI,E THERMAL INSULA?ION. MAINTAINED. PORGHES, BALC . PORGHES, BALCONIEB OR RAISPD w Z
WALL 6RAG FLOOR6 LOCATED MORE THA~ ::ATED MORE THAN 30" ABOYE TNE IF WNIRLPOOL 7UBB ARE TO BE INBtALLED Ahl ACCE68 MU9? SE GRADE SNALL NAVE GUARDRAILB PROVlDED TO tHE UNDER SIDE OF tNE TUB PLATFORM ~
I MIC DESIGN CAIEGORT 8 ~g° GLEARANGE SF~lALL BE MAWIAINED 6ELOW FLOOR JO1515 OvfR FLOOR OR 4RADE SNALL NA~ SE 5 EXPGSSED EARTN IN GRAWL AREA. ~APCR SARRIER MUSi SE APPLiED NOT LE69 TNAN 36' N~GN. OP aAN 36' NIGN. OPEN BTAIRB LUI7H OR A REMOVAL FRONT pANE1 MUBT BE IN9TALLED FOR W RE TI-IAN 30" BHALL NAVE GUARDRAiLB SERVIGING MAINtENANGE AND OR REh'IOVAL DF TI-1E NOtOR
~ P ED 100 MPN CR LESS OF THE SOIL. RIBE OF MORE TNAN 30" BHAI BASIG WIND 5 E NOr LE68 7HAN 34" NIGN. -IAN J4~~ NIGN. AND PUMP. O
GON?INUDUB STRUGTURAL PANfLED SNEAtNING F~RE 5'tOPPING SHALL BE PROVIDED TO CUi O~F ALL CONGEALED QER RGO 60~.10.5. ALL SHEATHABLE WALL pRqFi'B (vERTIGAL AND +~ORIZONTALl AND TO FORM AN EFFEGTIVE F00?ER8 WILL BE B" X 16" AM LL BE B" X 16" AND FOL?NDATION
EX?ER~OR ALL AREAS 70 BE GOrERED WI'N FIRE BfC,RR'ER BETWEEN STORIES AND BET~IEEN STORIES AND iHE ROOF. WALLB WILL BE B' POURED W~ . 8E B" POURED filALlB WITN 04 0
PLYWOOD OR 056. NORT. RE$AR + 48" O/C 4R 0 48" O/G r n :AL RESAR 06 * 24" 0/C ~ U)
A ITIpV4L WA! L BRAGING HAS SEEN PROYIDED COMBUISTION AIR IS REQUIRED At 50 CUBIG fEET PER I000 BtU/H, AND VERTICAL REBAR ~6 * 2~ DD IF ROG7M DDES ~OT PROvlDE ENOUGN fRESN AIR tHA4 BUlLDER WIiFIIN A FOOT OF ?~f' OF FOU • i0 INGRE45E tNE SPAGING OF BRAGED WALL ?0 INS'~TALL FRESH AIR fROM OuTSIDe 50uRCE, THE R~AR SEING A MIN. OF ? OT OF ?Op OF FOUNDATION WITN
LINES FROM 35-0' 10 A MAXIMUM OF 601L 61pE OF f~lE FOUNDATIOK 5EING A MIN. OF 3" fROM THE _j U * tl-IE FOUNDATIDN. p1ER PAD3
50'0" PER RGO R602.IO.f,I, EkGEP'IONS 1 1 2 ALL MI~tAL FASTENERB, GONNEGTORB OR OiHER HARDWARE 14 WILL BE BITED PER LAN WITN' ED PER L4N WITH 05 REBAR £ACN WAY. Z
DIREG'T CONTACT WIiH ANT PRESERVATIvE TREATEp LU}1BER SHALL SE FOUNDAf10N WALL WILL HAVE I ~ ' BTAINL.E58 STEEL TYPE 304 CR TTPE 316 OR HAVE GALVA4IZED CAA7ING PROOFING A6 A MIN W/ IN@UU J WALL WILL HAVE WATER YENtILAtION ~C) A6 A MtN W/ lN&ULATION 80.4RD.
14AT ~OMPILES WI7N THE ASTM A143 GLA55 D SiANDARDS FOR FOl1NDAT10N WILL 5E BACKFIL +I WILL BE BACKfILLED WITH ~ ISTONE FOR A MlN. OF 36" ALL H.4BtTABLE ROOi'I8 BHALL BE PROVIDFD WITN m
FASTE~NERS A*1D NARDWAR& THE GONNEGTGRS AND FASTENERS MUSt WABHED ~5~ Bi~NE FOR A MlN BE T:IEE SAME MAIERIAL FOR G011FATIBILITY. AGGRECsATE GLAZING AT NO LE68 TNAN .
PANEL TNIGKNEb81 A?TACHMENT TiEQIJIREMkTIT PER RCO 601.10.3 THE GARAGE i0 HOUSE DOOF 6tEEL DOOR i0 MA{NTAIN THE iE t0 HOUSE VOOR WILL SE A 8 pERCENT OF PLOOR ARr-A AND FOR 6UGN ROOMB, R TO MA{NTAIN THE REQUIRED ONE HA1.P OF THE tOtAL GLAZE AREA SHALL BE
METHOD 3• WOOD SiRUGiURAL PANEL SHEA"HING fAPA RA1ED WITH A YO MIN, FIRE SEPARATION. Wi E SEPARATION. WALI AND OPERASLE. -
?HIGKNE55 NOT LE55 TNAN 5/16" FCR 16" OiG 9TU0 5PAGING. ATTAC~I GEILING GOMMON TO 1'NE HOW ~ S7RUCTURAI PANEL TO STUDS WIiH 6d GOMMONS AT 6" O~C AT EDGES B~ 1TPE 'X' OR S/8" FIRE R MMON TO TNE 44OU6E SHALL c" OR 5/8" FIRE RAtED DR'+'WALL
AND 12" OIG AT iN1ERMEDIA7E SUPPORTS. ' bMOKE GE7EGTORB WILL BE p 'EGTpRB WILL BE INBTALLED ON
METNOD 5- GYP5UI1 SOARD WITH MINIM~M I/2" THICKNE58 PIAGED ON ~4GN FLOOR LEYEL TNERE l R LEVEL. TNERE WILL AL50 BE co
- STUDS SPAGED Ai MAkIMUN pF 24" O!C AND FASTENED Ai l" O~G 911iN 5d BMOKE At~RMB IN EAGH OF 1RM6 IN EAGH OF THE BEDROOM6, RfCdL ~ P WITI-1 BATTERY SAGK UP C) N
. COOLER NAIL, O.OB6 iIAMETER, 1i518" LONG PER TABLE R102.3,5. HkRD WIRfD WITN BAITERT H
' ALL HALLWAYB 6NALL BE FINI~ LEA6t 3'-0" W1DE 4Y8 SHALL SE FIIJ13NED AT ~ WIDE ALL OUTLEtB OUtSIDE AND WITNIN CONTAGl' OF WET =
ARE48 WITNIN TNE HOUbE 6HALL SE GFt PROTEGTED. ~
ROOM LIGNT AND 1/ENTI1.atI0N SCN~pUL~ SA6EYIENT FLOOR WILL BE 4" WIfiN AIR OVER A WAIERPRC FLOOR U11LL BE 4" 6 BAG CONGREtE ~ >YER A UfATERPRDOP MEMSR~4NE ALL OUTLETB U1ITHIN GONTAGT OP WET AREAB BHALL a
FLOGR GLA58 EO'D GLASS ?ENTILATIDN REQ'D YENT EGRE65 AND A HIN. OF 4' GRAVEL FIL OF 4" GRAYEL PILL. BE AT A MIN. OF 4'-0" O/G AND WtTHIN 2' OF THE EDGE 0 OF THE GOUNTERTpP,
ROOM NAME aR:,,, aR~.a QR~A aREa ~,R~, aRe.a D~81GN LOADB GARACaE FLOOR WILL $E b S~ .OOR WILL BE 6 SAG GONGRETE WITN C)
MA5tER BDRM 269 75 ZI.57 'Z.B ~0.~6 5.9 6~6 AIR OVER 4" GR.4YEL FIIl ER 4" GRAYEL FILL. Z W
GRfAi ROOM 465 92 3'•~ a4 'B.6 N/A FLO>OR LOAD- ALL LUMBER t0 BE 60UTHERN PINE-~IR OR EG111AL pLL 6E4RING HEA~ER6 WILL ' 4G HEADER6 WILL BE 4-2Xi0 WItId 11I6" ObB ALL N.4BITABLE ROOt'IS SHALL BE PROYIDED WITH U ~
KIiCNEN t MORNING 469 12 31,5 51,5 19,16 NIA (~qIIL BEARING . 1500 LB8 SPAGER U.N,O. TN~ GARAGE N,O. TNE ~sARAGE DOOR HEL3DER WILL BE AGGREGAfiE GLAZING AT NO LEbB TNAN J PLANB 8 PERCENT OF FLOOR A.REA AND FOR bUGN ROOY18, J
',43 24 11,44 g,y 5.~ WA 61ZED PER PLANB BT~DY ONE NAIF OF THE TOTAL GLAZE AREA SHALL BE W Z OPERABLE.
9,9 5,BB N1A LO/ADING: LIVE: DEAD: pINING 14l 24 II,l6 t111LL BE Yxd + 16' 0/0 AND EXTERtOR O ~
. 24 !P.96 9.6 6.48 5.~ FIRfBT FLOOR. 40 P6F 15 P8F ALL WALLS WILL BE Px4 ~ I6' SEDROOM 2 04 U1ALL8 WILi BE 6NEATHED Wltl 5E 6HEATHED WItN Vlb" 068 6U8-61DING J 3R.4GING. RDOP U11LL BE TRt185E8 GOt'iPLE7ELY = Q
~ 14.1Z 9.6 136 g,~ SE~OND FLOOR¦ 40 P8F 15 P8F BEDROOM'3 B4 -4 ATRIC WITN 8i0RAGE. • 10 P8F 0 PSf F~R WINp $R4GING. R40F u )86 6NE47NING AND PLY "N" GUPB. ~ m
. ~4 9,6 1~52 5. ~ ROPOf WI CEILING LOA08~ 25 P0F 10 P6F WITN VI6" 4B6 6NEAINING AN BEDROOM 4 '~88 15.04 ~ ROoOF W10 CLG LOADB. 20 P6F 70 P8F J
LOFT Z38 24 19.04 9.6 9.52 5•i RDOpF BNOW . 70 P8F 10 P0F WINDOW EGRESS J r
' DELCKING • 50 P6F fADD'~O P6F IN aREA WJ HOi iUSJ tiL ~
WINVD DE61GN~ 90 MPH fCAiEGORT - C) 1~.3 P8F SILL HEIGHT SHALL BE NOT MORE THAN 44 INCHES 0 ~
AREAS THAT DO NOT MEET TNE MINIMUM REQUIREMENTS FOR LIGHT AND ZOPNE `I' S~ISMIC GONDItI0N8 ABOVE THE FLOOR.
' UENTIIATION PER 20D0 IRC SECTION R3D3 WITHOUT GL4ZED AREAS SHALL PR(06T DEPTH + MINIMUM 36" BE SUPPLEMENTED BY MECHANICAL UGHT AND VENTIfAT10N PER SU~JEC? 10 TERMITE DAIIAGE AND DECAT RE FOOT,4CsE AT LEAST ONE EGRESS WINDOW WITH d
IRC 3D3.1, 3D33, 303.3 AND 303.4. T N iIN FACILI7IE8 ¦ 3 ~E~REE6 F. SC~+ UA~RE FOOTAG WINJTER DE61GN EMP. FOR EA G
NoT~: ~iRST ~LooR......... =LOOR.........2101 A MIN. OPEN AREA OF 5.7 SQ. FT. WILL BE ~ INSTALLED IN ANY ROOM CONSIDERED CL
2b05 5Q, Fi OF ATTIC / 150 5Q. IN. PER 5Q. FT, . 1~.36 SR. FT. REQUIRED ~DUNp/~7~~N...,.•.,.. A710N.......... 2101 SLEEPING QUARTERS NOT CONTAINING W
TOTAL OF i09 SQ. INGI~ES OF vENTING NEEDED. ~JECOND ~LDOR,.•. lD FLODR.... 9M ib y$' AN EXTERIOR DOOR. ~ Q
SOFFIT vENTING SNALL 6E MIV. CTARQG~ ~a E ................I18 cn ~
30 SQ. ':N. FREE vENTILATIGN EAGH FRONt PORCN....., AND SPAGED EQUALLY AT IO' OJC PORGN.......36 MIN. NET CLEAR OPENING HEIGH DIMENSION SHALL z O
ON ALL OVERHANGS R~AR FORCN.,..... PORCN.,.....233 BE 24 INCHES AND MIN. WIDTH SHALL BE 20 INCHES. a ~
TOTAL NET FREE vEyTILAi'NG AREA SNALL NOT BE LESS iHAV
t TO 150 OP TNE AREA OF THE SPQGE VENiILAtED
CONTINUOUS RIDGE YENTING
AT ALL RIDGES
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WITN RIDGE YENT PER WITN 545/8" EXPOSED REYEAL PER OVERLAPPING
~ SNINC SHINGLE INSTALLED
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TYPICAL TRllS$ RDO~: COMP051ilON ASPHALT SNINGLES IX8 FA5CIA HDR FOR
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WITH "N" CL~PS AND PRE-ENGINEERED TRUSSES o 24" 0/G 2 X 4 SRAGING 81~JGG0 ~~l g~~ WIND041 m
R30 BLOWN INSULATION V2° CEILING 3 I
DRYWALLtAPED AND SANDED 4 1 ~
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1/2' DIA.K 10' AB 0 B' O.C, ~N FLOOR SHEAIHING GENERAL NOTES ~
I USE Nll PLATE SEE TYPICAL ANCNOR BOLT DEIAIL FLOOR SHFJ~TH G ON ALL WALlS 6' 1HICK OR i
I SEE AI.TERNAiE BRICK LEDGE OftAIL TM~~ER' WASHER FOR 1/2' CANTINUOUS cor+nNUOUs DIA. BOIT BAND BOAR~ BAND BOARD ~ WAl1$ ARE DE 1. WAl1S ARE DESIGNEU FOR AN EQUIYALENT FLUID PRESSURE LATERAL I
PROVlOE ADEQUATE SLOPE AWAY ¶~~N NUT SO WASHER FOR 3,J4' LOADING OF UI I M iHAT 3/4" DIA, FROld FOUNOATION WALL. BOIT WASHER i5 DIA. BOLT 2. THE f0UN0ATli LOADING OF UP TO 60 POUNDS PER CUBIC f00T.
I (8' IN 10~ MINIMUM) ORAWN 1/t6' ~ FLOOR JOtsT (SEE IN'~'IARI~ P 2. THE FOUNDATION IS DESIGNED FOR A SAFE SOIL BEAftING PRESSURE OF I (SEE CHARI) PER SQUARE F00T, THE MAXIMUM CONCENTRIC VERTICAL I
j. ~ INiO SIl1 PLATE F 193J POU DS ~ I U LOADING TO BE APPLIED TO THE TOP OF THE WALL SHALL NOT EXCEED 1933 POUNDS PER LINEAR F00T.
2' CI,R, io 2x ~LL P~~ ',fl CROSS ~BRIOGING ' 3. CONCREIE US~ 3. CONCRETE USED FOR WALLS SiALL HAVE A MINIMUM 28 DAY I
I a 2x SILL PUTE 0 8' 0 O.C. COMPRESSVE . NOMINAL 1-1~2~ ~ FLOOR JOIST ?O FREEZINC A COMPRESSIVE STRENGTH OF 3000 P.S.I. WALLS WHICH MAY BE SUBJECTED I TO FREEZING ANO TNAWING DURING CON5IRUCTION SHALL CONTAIN 59i
F»oSi d+utt ~ TO Ifi ENiRAIN I . ~ ANCHOR BOLT ANCHOR BOLT AND NON-CHL( TO 7% ENTRAINED AIR AND CONTAINS 564 19S. CEMENT PER CUBIC YARD AND NON-CHLORlDE ACCELERATORS AS NECESSARY.
B0.LEFONTMNE 30 IIADISON CWINIY ~ ~ I I ~ I~ y,~y~~ ~ 9J16' Ola RWGHI 4. CONCRETE USE 4. CONCRETE USED FOR FOOTINGS SHALL HAVE A MINIMUM 28 DAY
I ~ ~ HOLE IN SURFA~CE ,1pISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL a cau?~eus a~' r~w uawY x' s~u. PLnrE COMPRESSVE COMPRESSIVE STRENGTIi OF 2500 P.S.I.
I o~uwu~ prr aY viauw~r couwtt I II I I COUntt 3e' PIa~AtNGTOt1 JY I I S. ALL REINFORCI DF1Aw 5. ALl REINFORCING STEEL SHAIL BE A.S.T.M. GRADE 60. O,} ~ I
I ~~N P0~ ~y fOLLOW O.S,H,A, CONCRETE FLOOR SHEATHING ~OOR SHEATHING 6~ ANCHOR 801T! 6. ANCHOR 801TS SHAIL CONfORM 70 A.S.T.M. A307 ANp BE SPACED AS PER ~ OHIO RESIDENTIAL CODE 403.1.6 , 6' ON CENTER, dc 12' FROM ALL CORNERS. 'N Q,0 I
fxnNlcuN couNN 32' RErNq.o58uRO 3Y IIIIII ~~MMENDA110N$ WA~~ CONIINVOUS CONTINUOUS OHIO RESIDENII I • ~ FOR SLOPE. BAND BOARD BAND BOARD NOTE: IF SILL G~WANNA 3Y U~ON COUNIY 3~~ ~ I~~~ I~ NOTE: IF SILL PLATE IS TO BE (ACQ) ALKAUNE COPPER WAIERNARY 7REATEO
an 3r u~ 'r R BOLT DETAIL ~rs ~u~B~t, IIIIII TYPICAL ANCHO s~~ ?~usr a~ LUMBER, THEN GALVANIZED 80LTS 1MTN A MIN. G185 RATING OR STAINLESS O I STEEL A~UST BE USED.
~ H~~ J~` / / I / / I ~ UqIING COUt1TY wOkTH~NCTp1 - CLEAN NATURAL ALl 1HREAD RODS I~AY BE SUBSiINTED F1pOR ,IOIST 7. ALL CONCRETE 7. ALL CONCREIE WORK SHALL COMPLY 1MTH: } ~ I
I CouNtt 34' SOILS BACKFILL FOR ANCHOR BOL S o) ACI 341 Sf IIIII I L~,~ST E a) ACI 301 "SPEpFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS' -4- -1-- LATEST EDJTION. (/7 I
~ G~ , , b) AG 318,1~1 sa~ e~r~iNC wnu wr,i.~ UNBALANCED WALL REINFOR wu.~ vnon~ m f+,o~s „~s ~ g b) ACI 318.1 BUILDING CODE REWIREMENTS FOR STRUC7URAL PIAIN CONCRETE'. V LATEST EOITiON. v L0 c I
~ PRESSURE H10TH HEIGHT FlLL HEKiIT INSDE FACE ~u 4 O.C. _~~D~NG 4' O.C, LATEST EOI' W '-D' 7-0' UNREINFORCEO II IIII . I x P~ e' 8 WATERPROOFING OR Q 0 B-0 O.C. 8. WALL CONCREI 8. WALL CONCRE7E SHALL BE ORDERED FROM THE CONCRETE SUPPIJER TO BE
ti~ isoo ~ e 9-0 8- T. (T 0 3 o,c. = DAMPPROOFING AS ai.~snc su~a~r = 1 pSF 10' 9'- C-0' UNREINFORCEO TO INSURE 1-1 2' FLOOR J015T BATCHEO AT A BATCHED AT A MAXIMUM SLUMP OF 5 INCHES. NO WATER S'HALL BE ADDEp AT THE JOBSITE. SLUMPS GREATER Ti-IAN 5 INCHES MAY BE ACHIEVED BY ADDING I
I 5~ I PER LOCAL CODE ~ ANCHOR BOL7 TME ~ 8'-D' UNREINFORCE~ IIIII REINFORqNG FLASHING ANqiOR BOLT FLASHINC SUPERPLASTiSI; ~ ~ 1 PSF 12 9'-0' - SUPERPLASTiSIZER ON THE JOBSITE. USE OF SUPERPLASTISIZER WILL INCREASE FLOWABIUTY OF CONCRETE IN THE fORMWORK.
= Q 7500 PSf B 10- 9- ~.1 0 4 O.C.EW, CLEARANCE FLOWA$NJTY 01 I ~ m S- -0 UNREINFORCED 6' MAXIMUM BRICK CORBEL IS 1' PER COURSE 9. PRIOR TO PLACEMENT OF CONCRETE, ALL FOREIGN MATERIAL SHALL BE I
~ ~ P~ 8 8-0 e-u at ~e az o.c, I~IIIII JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL 9, PRIOR i0 PLA~ 3 ~ 2000 Psv e / / / I~ ~ s' REMOVED FRON I U 10' 9'-0' 9'-0' UNREINfOR(~D - pppp p~ OR 1, F100R JOIST MUST BE IN PL4CE FOR fWNDA110N REMOVED FROM FORMWORK. I
. ~ Q pppp p~ 11' 9'- 8'-0 UNREINFORCED 10 SUPPORT DESIGN LOADS OF iNE SOIL 14, ALL WAIl CO I ~ ~~I IIII 10. ALL WAtl CONCRETE SHALL 8E CONSOLIDA7ED 8Y THE USE OF A VIBRATOR.
r E' 9'-0' 7'-0' UNREINfORCED PSF - 2, FLOOR JOIST TO BE SIZED BY OiHERS Q m PSF B~ A~-0' 8~-0~ ~i~ 7 84 4. . J ~ TO CARRY LOAD OF STRUCIURE. 11~ CQNCRETE. Al 11. WALLS SHALL BE AUGNED AND STRAIGHTENED PRIOR TO PLACEMENT OF I
I j 300p p$p 10' 9'-0' E~-0' UNR INFORCED ~ ~ ~ JOIST ANCHORAGE DETAILS Nrs NQT PER~11SSI CONCRETE. AUGNING THE fORMWORK AFTER CONCRETE PLACEMENT IS I NOT PERMISSIBLE.
-0 UNREINFORCED IIIIII 3 P~ 12' 9'-D' 0' ~ ~ I HORI20NiAL REINFORGNG BARS MAY BE ADDED AS REWIRED TO SUPPORT - 5 REBAR TO EXfEND 12. WALLS FROM 40 FEET TO 60 FEET IN LENGTH 1MLL REQUIRE THREE ROWS I
vERi1CAL RE1NFORdNC BARS r~ f 1.5" REBAR SPACER 12. WALLS FROM X I (FlRST REAAR TO BE 6~ MAX. 4" ABOVE WALL FOR OF ~!5 REBAR IIIIII ER I~AY 8E PLAC I ~ Q FFtDN INSIDE CORN ) OF 5 REBAR PLACED HORIZONTALLY, AND A DEADMAN. THE DEADMAN I~A~BE PLACED RANpOMLY IN THE WALL AS SUCH 1NAT THE DISTANCE I
1' CLEAR CRWNO WIRE AY EIFCTRICIAN BETWEEN 1HE ~ ~ ~ ~2 40 FEET. WAL BETWEEN iHE DEADMAN AND THE END OF THE WALL DOES NOT EXCEED I 40 FEET. WALLS GREATER THAN 60 FEET IN LENGTN WILL NEEO TO HAVE THE
I o R F 3 R04YS OF 05 REBAR AND THE DEADMEN PLACED IN SI1E-SPECIFlC LOCATIONS TO MEET THE LOADS OF THE STRUCTURE.
w~' SEE CHART fOR REINFORCING, IF REWIRED) REBAR PLACEMENT DETAIL NTS ~ 5 REBAR 11ED TO TO MEE ~ME N~ ( " = 5 CORNER BAR INSIDE OF BASEMENT I 1 1 2 CLEAR FROM A ~ PLACE ~ ~ ~ ~ ~ ~ 13. BRACINC OF
IN IDE fACE OF WALL. I I p8 REeAR VERT. I ~ 5 13. BRACING OF POURED WALLS IS NOT REQUIREO. I
NO DOWELS INTO ~ 0' LENGIH ~ S REBAR PLACED IN FOOTING h(1I ~CLEPTL~ n ~5 REeAR HORIZ, 14. BACKFILL YMi I ~ FOOTINC R~QUIRfD, IN WCINIIY OF ELECTPoC PANEL NOA Ct 14. BACKFILL NATH CLEAN NAiURAL SOILS. I
III I . SGF ~~lC ~.aCKFlLI 2~-0' O.C, ~ REBAR CHAIR M~T 15. FOUNDATIONS 15. FOUNDATIONS SHOWN ON THIS DRAWING ARE DESIGNED fOR 11iE
I PR~VIDE BOND BREAKER ~ ~ BOTTOM OF f00TiNG CONDI110NS S ~ ~ ~ ~ ~ ~1 RESPODISIBILII CONDI?IONS SPECIFICALLY STAlED ON THE ORA441NG. IT IS THE U RESPONS181LITY OF THE GENERAL CONTRACTOR TO DETERMINE THAT THE SOIL
BETWEEN WALL dc fL00R SLAB I II ~ ~ ~ _ ~ ~ - 6E ~RA~L CON ~ s - IS ADEQUAIE TO SUPPORT THE HWSE ON 'f}1E FOUNOATION StiOWN. Ti-tE Z 3 GENERAL CONTRACTOR IS RESPONS18LE fOR DETERMININC THAT THE TOTAL 0(C) I
8 ~IIL POLYEiHYLENE AND DIFFERE~ _ VAPOR BARRIER. TAPE IIII I TOLERABLE 11 ~ AND DIFFERENTIAL SETILEMENTS OF THE FOUNDATIONS ARE VATHIN THE ^ Q~ O TOLERABLE UMITS OF THE STRUCTURE. 7NE GENERAl, CONTRACTOR IS I ~ 1=
JOINTS OR OVERLAP 6• TYPICAL iNSIDE ~'~'~'~D ENCWRAGED TO OBTAIN THE SERVICES OF A SOILS E?vGINEERING FlRM TO 00 DETERMINE 1NE SUITA9ILITY OF THE FOUNDATION SHGWM ON Tri1S DRAIMNG Z 0!: Mv-a
~ / ' PER 2005 NEC AR~lCLE 250.50 Nrs DEIERMINE 1} I ~ GROUNDING ROD DETAIL AS CORNER REINFORCING NTS TO SAFELY 9i ~t~ ~ ~ 4"(MIN.) FREE DRAINING IF REQUIRED BY GOVEk!VING MUNIC!?AU1'~~ iHE BUILDING TO SAFELY 9UPPORT THE SVIO.UCTURE VM'H NO DETRIMENT.4L EFFECTS TO r" ~ I THE BUILDING. CON'ACT A REGI5TERi:~ PR~?FESSIONAI. ENGINEER FOR j
~i ~ IF WAtLS INIER~CT Ai AN ANp.E 01HER THAN 90' C4NaTVONS C I MAIERIAL PIACE ON ~z CONDI7VONS OT}1ER "MAN THOS£ SPECIfiCALIY SHOWN ON THIS ~ Q O I O I DRAWING. NO WARRANTIES OR GUARANIEES, EXPRESSEO OR IMPUED,
~ NAIURAL UNDISTURBED BEND CORNER REtNFORGNG AT WALL ANGIE ~E PRESFTII ~ c~ I~~ IIII I IN RI D N T REINFORGNG STEEL FOR BENDINC I Sa~ FREE DRAIN G 0 OT HEA ARE PRESETITED BY THIS DRAIMNC. U0_~
g~ WITH FILTER FABRIC COVER ~ iiiii~ ~ IIIIII AS PEA R405.1 3 ~ WAIERAROOFlNG OR 16. THIS ORAW1Ni 16. THIS DRANANG HAS BEEN PREPARED IN ACCORDANCE NA'M THE W(/'I O ~ U I
I iiiii DAMPPROOFING AS ~ ~i~~i~ ~A¶ ~ PER LoCAI CoDE 3~~~.~. INFbR ON 3 ~ WA ROOflNC OR FOR ONE TYI INFbRMATION CONTAINED IN THE 2006 OHIO RES?DEN11AL C40E O I FOR ONE, TYVO, AND 71iREE FAMILY DWELLINGS. Q U Z U
I~ ~ OCI( RAWL ~ 1ERP ~ J ~p ~ iiii~ DAMPPROOFlNG AS 17. IT IS THE RESPON5181LJ7Y OF 71-tE GENERAL CON7RACTOR TO INSURE 1HAT J.-- I
IIIIII ~ WAIl ~ POURED CRAWI. PFR LOCAL CODE 17. IT IS 1NE RE I e < ~ ~ii~i 3 yyA ~ RADON LEVfI N q.EAN NAlURAL ESTABUSNEO RADON LEVELS IN THE COMPLETED HOUSE DO NOT EXCEED THE LEVEIS (p W I ESTABUSHEO BY THE UNI7ED STATES ENVIRONMENTAL PROTECTION AGENCY. = N=.~ ~
iiiii SOILS BACKFlLL ~ g iiiii I III I ~iii ~ Ys ~ 18. CRADE SET f 18. CRADE SET Of HOUSE SHALL BE S6t SUCH 'MAT POSITIVE DRAINAGE EXIStS p~ ~,p ~ O I
~ ~ IIIII~ I I I r . LL. ~ a~~ NANRAL F~ ~.L WAl m 12 MINIMUM WIDTH PER B l1N . iiiii iiiii SOttS BACKFlLL F O R A L L W A L I S A N D M f E? S T H E R E W I R E M E N T S O F T H E A~ U N I q P A U T Y. W Z
I M NT 2" WASHED GRAVEL ~i~~i SECTION R405,1 BASE E ~ i~~~ BASE~IENT ~ ~~~i~ 19. IOCAI CODE 19. LOCAL CODE REQUIREbtEN'I'S SHALL DEFINE THE USE OF DAMPROOF(NG OR = a I
IIIII FOOTING 00 i~~i ~ D 0 MIL VISQUEFN iiiii WAIERPRQOFI I - ~ _ - . . . ~ ~ ~ ~ ~ ~ GARAGES, OR _ - - ~ ~ I B x$ BLOCK N01E CRAVEJ. DRNN AT PEWUETER ~ ~i~i WAtERPR00FINC ON POURED CONCRETE WAI.LS USED IN CRAWL SPACES, GARAGES, OR WHF.RE WALL IS FlLLED ON BOTN SIDES. I
- ~ I II r , II~ I AMl IN NiEAS Of NICH WA'IER i OO11NCiiii _ I I I II I OF CR I N (OR LARGER) tre~ an.Y ~ i 20, NO WA1fR F 20. NO WATER FROM ANY SOURCE CAN BE PUT IN THE SANITARY SEINER SYSTEM I DURING CONSTRUCTION.
?0 FOOTING DURUIG CONS I SUMP 4ATN PU~1P ~ Wa~' » 3~ DIA. FLEXIBLE OR u iREE DRAINIHC MATEIRV+L ~ 21, fAILURE TO ~ 21. fAILURE TO COMPLY WITH ANY DESIGN SPECIFICAl10N OR TYPICAL DRAW{NG I
4 WID1H 4 RIGID DRAIN PIPE OVER I~INIMUM TO TOP OF CRAWL F~011N0 fREE DRAINING MATEPoAL JEOPARDIIES JEOPARDIZES THE STRUCIURAL INTEGRITY AND VOIDS ANY WARRAN?Y.
I 3" DIA, PLASIIC DRAIN TIIE. PLACE WITH + + 2' pp WASHED GRAVEL TO tOP OF CRANL FOOIING 22. FOUNDATION NOLES ON 80TTOM. CONNECT TO SELF PEA SEC110N 22. FOUNDATIpN WALLS SfiALL EXTEND ABOVE FlNISH GRADE ~ PER SECTION 404.1.8 OF THE 2006 OHIO RESIDENTIAL CODE. m I
CONTAINED SUMP WITH PUMP OR GRAVITY + FOOTING WIDTH REQUIRE}AENrS AS FOLLOWS: ~ r 23. NAILING INTC I 23. NAIUNG INTO CONCRETE WALL NOT PERMITTED UNDER ANY CIRCUAASTANCES. 4
DRAIN. UGNT-FRAME CONSTRUCTION : 16' YADTN l~IN. (NOtE: HIL11 I ONE SiORY BRICK VENEER : 16" WIDTH MIN. 'MDEN f00TING BY WIO'M OF fBLOCK WEl1S AND G (NO7E: HILTI fAS11JERS OR TAP CON FASTENERS MAY BE USED FOR WINDOW I WELLS AND GAS BRACKETS.) I
tW0 STORY BRICK VENEER; s~' IMDTH MIN, LINTEL BEARING DETAIL Za. v~ERE w~NO~ 24. WHERE WfNDOWS AR£ PROVIDED AS A MEAN3 OF EGRESS OR RESCUE, 1HEY Si1ALL HAVE A SILL HEIGHT OF NOT MORE 7HAN 44 INCHES ABOVE THE FLOOR. I~ I
I OVER iW0 STORIES: SPECIFICALLY DESIGNED ~ NTS N NTS SHALL HAVE FOR BLOCK CRAWL OR GARA GE TYPICAL CRAWL SPACE SECTIQ
A L SECTION NTS 2S. FOOTIN6S Af I TYPICAL BASEMENT W L SECTION 180, 25. FOOTINGS ARE NOT DESIGNED FOR AREAS WITH EXPANSIVE SOILS AS DEFINED BY ~ SECTION 1809.8 OF THE OHIO BUILDING CODE AND SEC?ION R403.1.8.1 OF THE
~ 2006 OHIO R 2006 OHIO RESIDENTfAL CODE. 28. DRAIMNG NaT fOR SEISMIC DESIGN CATECORIES Dl ANQ+'D2N°,r,'~.~~'
CANIILEVERED 28, DRAN1NC NQ I STRUCTURE ,
N W „ TH A 6ARAGE OR WINDOW WELL SEE TYPICAL ANCHOR V ~ w+o qt , D 7' it V l.Z. 'I 9 '~••'•~NILUAM ~ I
pORCH WALL (HEIGHT VARIES) BOLT DETAIL LEQCE DEP1H 1 D YARIES N1TH ~ 4~ /4 8' ' O 7 3 ~ PIZZIivO
I " ii GRADE Ro b F-'55478 . .
2-/5 REBAR PLACED M I SIDE BY SIDE ~ "
A? piANCE IN ; (2',RAV L~~ , ~ ~ FOOTiNG ELEVATION ; CLEAN NANRAL z J x ~g ~
I ~ " o CLEAN N0.NRAL "3 ~ ~ SOILS AACKFlLL ' SOILS BACKFlLL ~ . F F iiii~ ~ I 12 ~11N. Q . a ~g REBAR AT ANCHOR ~ ~~ON Is; a
CONCRETE 3 PERFORA1ED Z 3' PERFORAIED 6q.T IOCAiIONS, LENGTH t 3 ~5 BAR, 6~ LONG FOOTING BASEMENT g PIPE FlLLED N1TH ~ pIPE FILIED WITH VARIES w/LEDGE DEP1N. N~
I RANDOI~LY PLACED ~ FREE DRAINING WALL 4 O m I~ATERIAL FREE DRAINING (8'k10' WALLS) z ~
iiii MATERIAL 'p~ HiLLIAM J~ PIIIID I FREE DRAINING B 8;;;; WILLIAM J. PIZZINO, RE 4STE . N0. E-55478 DATE
MA7ERIAL TO TOP ~ o ~'~~p r N RAwL ~ a ~3 OVETAILSLOT IHIS DI I OF f00T1 G 0 C a N R I F SPHEa r THIS DRJ4 I FOR THE EXCI~ SIVE USE 3EXCAVATMG ~
REQUIRED 0 Of I iiii LEDGES 24' DEEP EEP OF SHE HERD EXCAVATING, INC. INc.
4• AND GREATER UNAUTHORIZI UNAUTI-IORIZED USE OF 1NIS DRAWING CONSTITUTES COPYRIGHt tNFRINGEMENt DATE roi. N07 (
A,ND 7HEFT 1 WOULD OTHE I A.ND 7HEFT OF PROPRIETARY PROPERTY AND NEGATES ANY WARRANTY T}iAT B_2t-2006 I WOULD OTHERNASE BE GIVEN BY SHEPHERD EXCAVA7ING. USE NOT AUTNORIZED
_ - BY SHEPHER I - - ~ RECOVERED, BY SHEPHERD EXCAVATING WILL BE ENJOINED AND MONETARY DAMAGES DRAIMNC N0. RECOVERED. THE HOLDER OF THIS DRAWING AGREES TO ABIDE BY THE 1ERMS I
REINFORCING AT FOOTING ALTERNATE BRICK ov n~Y coN OF ANY CONFIDENTIALITY AGREEMENT AND AGREES NOT TO kEPRODUCE OR ~ 6-0 R C DISCLOSE IT OR ANY OF ITS TERMS TO ANY PERSON, FIRM UR CORPORATION I
~ ~ EXTRA REINFORCING AT WINDOW OPENINGS NTS STEP-UP Nrs T I DE7AIL NTS oiscios~ iT . CANTILEVER DRAIN DETAIL Nrs WINDOW WELL DRAIN DE A L Nrs LEDGE ~m~uT TMi WITI-IWT THE PRIOR WRITTEN AUTHORIZATION OF AN OFFICEFi OF SHEPHERO
I PLACE REINFORCING 1-1/2' CLEAR fR0~11NSIDE FACE OF WALL EXCAYAIING, EXCAVAl1NG, EXCEPT AS MAY BE REQUIRED 8Y APPlICABLE LAW. I
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CONTINUOUS GROUNDING ~ ~ ~ , ~ ~ , ~ ~ , WIRE AROUND METER REINFORCING BARS H
TO COPPER FITTINGS POUR~D WdLL UJItN d)
MP ~OUNDAt{ON UJAt~RPR00~ING
P4NEL
GROUND ROD DETAIL FIREStOP Dr-TAIL
Y
i~EADER TO MATCH THE WIDtN GF THE 51DE PANELS q.p~~ 4 4 -O"
NEADER SEE P~AN =CR SIZE MIV. 311/2" WIDE x IUV4" NEIGHI
GRTWALL r,:
' i
ii " u i h u n ii H
MIN. '6` W1~E FOR 8' HEIGaT ry n ~ 7 MIV, 18" WIDE FOR 9' NEIGNT ~ n i~ W
Mlti, 20" I~ - 'I~~ I
i~~q~ it'-t~ 0 • 8d NAILS e 6'~ 01G AT EDGE h n ~I ~i 0 8D VAILS ~ 12 C~G AT Bd N41L5 a 6" D/G AT EGGE a". r.. . BD NAIL5 • 12" O/G AT ` • C:)
I~ II 1 _ FASTEN SHEATHI~G TO ~i a lUOCD STRUCTURAL (NTEQ"I'tDIQTE SUPPCRiS Q INTEQMcpfATE SUPPORTS N
° FIEADER WIiN bd GOMi ION ~ ~ iyd NAILB q 24" O/G PANEL ~1 II II I~ NAILS IN 3' GRiD PATtERN X Q Q lV - N
u i Q 6~ o~ ~i i~ AND 3" ON GENiER IN ALL ii u ~
FRAMING AND 51LL ° i-2x4~a u n 53 tOtAL Bd NAILS 53 TOTAL 8d 14AIL5 ~
u i u u n u ~ ~ Bd NAIL e 6° D/G QON ALL }
~i u FRAMINCa ~'IIMBERS AT PANEL Q
~ ~s EDGES AND 17" O/C OV ALL FRAHWG `IEMBERS NOT AT
fOUNDAiION WALL PANEL EDGES . . ~ ~ . . .
, O
FRAMING AT GARAGE DOOR OPENING INS{DE , SIMPSON LA EX?ERIOR ELEVATIQN WOpD STR:JG7URAL FANEL SIMPSON LASTIB WOOD STRUGTURAL PANEL ~
- - PORTAL FRAME CORNER DETAIL SNEATHING OVER JOISTS BA4D ~ STRAP TIES GW-PF - GARAGE WALL P~R Eacu c STRAP TIES TWO ~ g,.IEATNING OVER JOiSTS BAND ~n W PER EAGN GORNET~ N~ U
SP-4 = 48" STRUCTURAL PANEL - METHOD 3 CORNER DETA{L
5116" STRUCTURAL SHEATNING SP-4 = 48" SP-4 = 48" STRUCTURAL PANEL - METHOD 3
5116 5/16" STRUCTURAL SHEATHING ; O g
NEAOER TO MATGN TNE . ~ O
WIDtH OF 1'HE SID~ PANELS - . g
HEAOER 5EE PLAN FOR 512E ~ ~ MIV. 3ql2" WIDE x 1Ni74" HEIGN7 O
U) c/) ~
~ V
SIMp50N SiRAF OR EQUAL ~ Z I
WITN Ib-lOd NAIL9 ~ 2
MIN. 16° W~DE FOR B' HEIGNi ~ f'ROvIDE 2x4 BLOGKING Ai ~ DOUSLE STUO EACH DOL MIV. 1B" WIDE FOR 9' HEIGHi ELEGTRICAL 50X ANp FASTEN _ 2x4 WALL 51DE OF PANEL AND 510E DOUBLE STUD EAGH ' r ~ • ~ 51DE GF pANEL AND
- MIN. 10" WIDE FOR 10~ NE'GHi tUITH Sd NAILS AT 3" OIC Q U5E 8d VAILS s 6" OiC U5E USE 8d 11AILS s 6" OiG
' p AT ALL FOUR STUDB -0R_ Ai ~ LL AT ALL FOUR BTUDS ~ I
0 Xff
X Q ' •
~ 2 ROW6 16d 16" MIN. FOR 8' WALLS ~b~ NAILS + 24" JIG DRYWALL 1B" T11N. FOR 9' WALLS ~g~ 16° MIN. FOR B' WALLS ' O' ~%t~,~ IB" MIN. FOR 9' WALLS - ~
Z•ZK4~b . L8 . t9"
q n i ~
~ s fAl Slr (ALTERNATE METF{OD) Z 511'IPSON9 Tp35 TIE ~
FOUNDAiION WALL TD ~ TO PLATE AND FILL a ~
AL ALL HOLES U1;TN , 0 3cl
~ 8d NAILS s 6° O1G 8d NAlLS q 12° OIG ON ALL WOOD BTRUGTURAL PaNE1
, fALL PANEL EDGES) FRAHING HEMBERS NOT AT SHEATHING OVER JOISTS BAND Z Q
~ FRAMING AT GARAGE DOOR OPENING PANEL EDGES 8d NAILB AT 3° o~c U
INTERIOR EIEVATION - - RTAL FRAME OUTSIDE _ _ J
GW-PF - GARAGE WALL PO NWP - NARROW WALL PANEL NWP - NARROW V' GORNER DETAIL = NARRQW WALL PANEL 1~ . ti3 W LJJ
o
~C'" ~ • .:1 } ~ ~ .
SHEAR WALL LEGEND
B~Ap SEISMIC DESIGN CATEGORY B ~t~ 0~ ~
6RACED WAII LINf'I BRACFD WALL LINE'P
~ BASIC ININD SPEED 100 MPH OR LESS _ESS 48SP3 = 48' STRUCTURAL PANEL - METHOD 3 ~in~}~'~`r~
CONTINUOlJS STRUCTURAL PANELED SNEATN -LED SHEATHING SEE DETAIL ~ W;
PER RCO 602.10.5. ALL SHEATHABLE WALL
EXTERfOR ALL AREAS TO BE COVERED WITH ' , PLYWOOD OR OSB. ER D WITH NWP = NARROW WALL PANEL - ~ ~ SEE DETAIL Q. ~
OFFSET GRf1+TER THAN 4'-0" ftEQUIRE w
STARTI*!G NEW BRAGE WALL LINE ADDITlONAL WALL BRACING HAS BEEN PROVI[ BEEN PROVIDED 48GBS = 48' GYPSUM BOARD - METHOD 5 ~ Q
TO INCREASE THE SPACING OF BRACED WALL ~RACED WALL SEE DETAIL Z
° LINES FRQM 35-0" TO A MAXIMUM OF
4'•0° OFFSET MAXIMUM WSHOUi N 50'0" PER RCO R602.10.1.1, EXCEPTIONS 1& 2 S?ARTING NEW BRACED WALL LI E ~~IONS 1& 2 GW-PF = GARAGE WALL - PORTAL FRAME g, SEE DETAIL ~
PAN L THICKNESS & ATTACHMENT JT 1. BRACED WALL PANEL SHALL BEG1N NO MORE THAN W
E 3 12.5 FEET FROM EACH END OF A BRACED LINE. 0
REQUIREMEN7 PER RCO 602.10.3 2
METHOD 3- WOOD STRUCTURAL PANEL PANEL 2. BRACED WALL PANELS THAT ARE COUNTED AS THICKNESS PART OF THE BRACED WALL LlNE SHALL BE lN LINE,
SHEATHING (APA RATED WITH A THICKNESS
NOT LESS THAN 5116" FOR 16" OIC STUD : STUD EXCEPT THAT OFFSETS OUT-OF-PLANE UP TO 4 FEET
SPACING. ATTACH STRUCTURAL PANEL _ PANEL SHALL BE PERMITTEO PROVIDED THAT THE TOTAL
TO STUDS WITH 6d CQMMONS AT 6" OIC '6" OIC OUT-TO-OUT OFFSET DIMENSION W ANY DiRECTION
AT EDGES AND 12" OlC AT IN7ERMEDIATE ;MEDIATE IS NOT MORE THAN 8 FEET. ~ MU) 00 J r" J I~
, ad Nai~s o d' o~c ar ~roGe SUPPORTS. 8D NAILS s B" DIC AT
iNTeeM_piare suPPOR~rs METHOD 5- GYRSUM BOARD WITH MINIMUM 3. BRAGED WALL LINE SHALL CONSIST OF A STRUCTURAL ~ M=~ ~ 'H MINIMUM P AN EL NO MORE THAN 25'-0" ON CENTER AND SHALL j`~,~
. 112" THICKNESS PLACED ON STUDS SPACED IDSSPACED °'f ~ BE CONSTRUCTED WITH A PANEL AT B4TN THE ENDS i.'> D~-
: A7 MAXIMUM OF 24" OIC AND FASTENED >TENED OF ALL BRACED WALL LINES. U) CD
GBS - 8 GYPSUM BOARCJ - METHOD 5 AT 7" OlC WITH 5dC00LER NAIL 0.086 DIAMET , 0.086 DIAMETER,
1&518" LONG PER TABLE R702.3.5. 4. BRACED WALLS SHALL BE NOT LESS THAN 16% OF THE
BRACED WALL LINE FOR METHOD-3 AND N4T LESS THAN
ALL NAILING SHALL COMFORM TO TABLE R602 J TABLE R602.3(1) 25% OF THE BRACED WALL FOR METHODS 2,4,5,6, OR 8.
AND R602.3(2).