07201702 Permit FileC ITY O F D UB LIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to certify'*0
described below and
ADDRESS: - r, 7 j?Cl 4 ? ?14ffr"
PERMIT
the residence
r occupancy.
NO.: _ 71201702
BY: F1NAL INSP
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CITY OF DUBLIN
Division of Engineering
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINTALL INFORMATION
Applicant:
Site
Company:
(Provide Detail Plot PleOof Lot)
Lot No: 771 APplicatian NQ: 77- Z?????ubdiyision:
1i ((a5 a Ba(IGntr4e_ 3
WNo Violations/Inspection Approved U Violatians/Disapproved ? Approved For Conditional Occupancy
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38) U10. Adjust Manhole to grade (Sanitary/Storm)
? 2.
tmproper Approach C] 11. Rebuild Manhole Throat (Sanitary/Storm)
(Ord. 59-74, Sec. 51.04)
(Ord. 12-89, Sec. 153.210(A))
? 3.
Adjust Water/Gas service box to grade ? 12. Improper Grading
(Ord. 7-75, Sec. 150.040)
? 4. Adjust Inlet to grade ?13. Clean StreetJClean Sidewalk
? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J))
(Ord. 40-98, Sec. 53.090 (G)) (O.R.C. 723.011)
? 6. Replace Damaged Asphalt ?14• Ad}ust Watch Valve to Grade
(Ord. 35-74, Sec. 97.37 (A & B)) (Mainline/Fire Hydrant)
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged Sidewalk/Bikepath
(Ord. 35-74, Sec. 51.04)
Comments:
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
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: ? Approved ? Disapproved ? Conditional
Inspector: Date:
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
I HEREBY CERTIFY THAT THE
GRADE ELEVATIONS SHOWN ON
THIS PLOT PLAN ARE THE
RESULT OF AN "AS BUILT" SURVEY
PERFORMED ON
SURVEYOR OR BUILDER SiGNATURE DATE
?
P & L SYSTEMS, INC.
SURVEYORS & ENGINEERS
171 CHARRING CROSS DRIVE
WESTERVILLE, OHIO 43087
PLOT PLAN
FOR: DUFFY HOMES, INC.
LOCATION: CITY Of DUBIIN, COUNTY OF FRANKLIN n'PE OF HOUSE: BAiLINAS
SCALE: 1"=20' ? LOT NO.: 71
SUBDIVISION: VILLAS AT BALLANTRAE,
DATE: 16 NOVEMBER, 2007 PHASE 3
F.F. -939.0
0 10, 20' 40' / TOP FOUNDATION = 937.?
III SAN
SERVICE INV
9
7
.
. =
25.2
V F.F. GARAGE =936.1 ?
TOP OF BASEMENT FOOTER = 928.8
EX. TC 934.80
DELANCY,/ ALLEY 1 R/WT
x 934• S 33°51'43" E 52.0 Q' ? 935.
- - -
935.$ - 04 - - -
NOTE
: T 9'S PROP 1) BUILDER TO
PROVIDE EROSION
'
CONTROL AND TREE
I Lq 20
i DRIVE
o
PROTECTION PER
N 3•rx APPROVED SUBDIVISION
PLANS.
I
? 936't 4 ? 5' 2) Ff`CH HOME SITE AS
DEVELOPED SHALL
I I ?
?c`nv 24' MEEf DRAINAGE
REOUIREMENTS OF THE
OVERALL SITE PLAN.
I I
cV
W M DRAINAGE BETWEEN
I
I
? ? ?
N N
HOUSE 70 BE
MAINTAINED WITH SWALE
8 67. AS NOTED.
15'
?, rn
Z M ° ° Q?° ?7 2
i 1' 71.67' P C PAD I
70
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LOT AREA =
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ina
? 5.5' c-
o-_
6.5 32' .67
ST NE ENTRY PIER
?o
TW. OF 3 ?`
4.5' 936.1
X
HYDR NT -$•' N ? M? A
W w w w w w
N •w S r
-
T.C. e?00 935,0) N 33°51'43" 52.00' X 935.4
o ??
FENCE WAI.I R ? ?
; HEDGE OPT1 #
CENTER OF PI RS ?
CRIGHTON
D
T.C. 9 z?
VE N :z D ?
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m
n
<
(25' R.0 W.)
SAN SAN SAN SAN SAN SAN SAN
THIS PROPERTY IS LOCATED IN F,NCIIVFgWN(;(pN-,911'('F; FINAL PLOT PLAN
FLOOD ZONE: "X" ? f.ity pf Dr! 'n CRIGHTON DRIVE
COMMUNITY PAN
V
EL: 39049C
APPROVED Ati \'O"iF;D DUBLIN
OHIO
,
PAGE: 0108 G,/ ?PP 1?• ?,0 04
DATE: AUGUST 2, 1995 ./ DRN.: AC CK.: BW
SUL-1S-2003 14?28 FyL =,r="TEMS, INC:. 'L;. I.;. tz1-? 891 45"-=
P & L SYSTEMS, INC.
SURVEYORS & ENGINEE.RS
171 CHARRING CROSS DRIVE
WESTERVILLE, OHIO 43081
AS-BUILT SURVEY
FOR: DUFFY HOMES, INC.
LOCATION: CITY OF DUBLIN, COUNTY OF FRANKLIN n'PE OF HOUSE: BALUNAS
SCAIE: 1"=20' LOT NO.: 71
SUBDIVISION: VILLAS AT BALLANTRAE,
DATE: 18 JULY, 2008 PHASE 3
0 15' 30' 60' BENCHMARK - TOP OF CASTING OF
LEGEND CURB INLET ON THE NORTHEAST
SIDE OF CRIGHTON DRIVE, NEAR
939.0 PROPOSEO SPOT GRADE THE WESTERLY CORNEP OF i0T 71.
938.5 EXISTING SPOT GRADE AS OF 7/16/08 ELEV. = 935.00
?- DE ANCY ALLEY ' 1V1)
vxs. 934.9 S 33°51'43" E 52.00' P.K.F. 935.3
935.1 935.2 935.5 - -- ? -
935.1
EXIST.
DRIVE ' LV" :HOUSE DIMENSIONS ARE
Ix c?v 69, MEASURED TO THE BUILOING
v FOUNOATION UNLESS
? - - ? ? m 4 9?.8 OTHERWISE NOTED.
N ;
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W 24'
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OurJob Number: 0Q05-03Q
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Job Name
Fax Contact 1
Fax Contact 2
FEDEX
Notes
Thursday, May 08, 2008
BUILDING # 71
RDIETZEL@NORTHPACIFIC.COM
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05/07/08 09:34 FAX 614 410 4104 DUFFY'_HOMES 7f Zf'? ? ?? ? BP MODF.L )02
71 BP ?,- 0 q
sHxx & o'DONUVAN
CONSUL'TINGETdGTNEERS, INCORPOIZA'TED
370 EAST WII-SON BRTDGE ROAD
WOR'THINGTON, OHiO 43085-2321
TEL (614) 436-6465 • FAX (614) 436-6485
May 7, 2008
Ms. Michelle Huffines
Duffy Homes
8724 Olde Worthington Road
Westerville, OH 43082
Re: Vilias at Ballantrae
Unit 71
Dinette Roof Framing
Dear Michelle:
At your request, we have sxtenor long thasra heeltheight of 6 nches, and thexd pth of the membbe You reported tha the condit
resu increases over gs'St inches
al?lowable shear stressl of 328fpsi'
sllear streiss s 1 8 depth.
acceptable stre {calculat
Therefore, the hip is acceptable as constructed and requires no modifications.
Please do not hesitate to contact our office if you have any questions or if we can be of any further assistancE .
Sincerely,
SH1RK & O 1 DONOVAN
Consulting Engineers, Incorporated
?_ ??'c?' =Y'' ?, .?y . ?'`.?' ?--_• --.?
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Dale R. Kinsley, P.E.
xc: Fi1e
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7/zoi .702
Duffy Vlliat, LLC
An affiliate of D ? uffy Homes, Inc. City of Dublin
Plaruiing & Development
5800 Shier-Rings Road •
Dublin, Oh 43016-1236
May 13, 2008
Re: Lot #71 Villas at Ballantrae
5790 Crighton Drive
Dear building official,
This letter is in response to a recent 'fraxning inspection for the above referenced
home. The inspector was concerned that the plans indicated 2 flush steel beams in the
first floor deck that were installed with the top of the steel beam and the top of the first
floor I joists aligning, instead of the bottom of the joists and steel beams aligning. I
wanted to clarify the "flush" note on the foundation floor plan. A flush beam indicates
that the beam is placed inside the floor joist space instead of bearing below the floor
joists. Whether the top or the bottom of the steel beam align with the adjacent floor joists,
additional framing is still needed to extend the beam to the overall 11 7/8" height of the I-
joists.
If you have any questions upon further review, please let me know.
Thank you,
p4a
Michelle Huffines
Architecture Department
Duffy Homes, Inc.
614-456-0018
495 South High Street • Suite 270 • Columbus, Ohio 43215
www.duffyhomes.com
CITY OF DUBLIN
, Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
• Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Application No.
Date /C-8
VNew ? Remodel Pile/sidential ? 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 ? ? ?? CCL1 q?tolli 0 tl-
Subdivision/Project Name
Owner's Name
Contractor's Name
Contractor's Address 75
Does the sewer discharge into an ind
How far distant from any dwelling, well or cistern is the
What is the size of the main drain? `T ? Of
Of what material does the house drain consist? u
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
This form must be properly filled out and returned to the-office of the Ciry of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the following basis:
WATER TANK REPLACEMENT FEE $35.00
RESIDENTIAL COMMERCIAL
Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00
9! (b - Number of remaining fixtures X$10.00 =$ai5v Number of remaining fixtures X$12.00 =$ -
Total Inspection Fee ..................................................... $33Qa J Total Inspection Fee ....................................................$ -
Parcel No
Lot No. 71
Telephone
Telephone
-L}ublin Regisfration Number 0 8- (7
i or sanitary sewer? S??L1l`?''L?
? 1\1 l,?_
p v l?
the vent pipes consist?
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Air Admittance Valve ?
"Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains ?
Qtv.
Garbage Disposal
Gas Water Heater ?
Electric Water Heater
Interceptor
Kitchen Sink
Laundry Trays 1
Lavatories 5
Mop Sinks
Outside Faucets
Roof Drains
Rough-in Openings for Future
Sewage Ejectors
Showers
Sterilizers
Sump Pump ?
Trap Primer
Urinal
Wash Fountain
Washing Machine ?
Water Closets L
Water Lines ?
Water Storage Tank
Other
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:
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
07-00201702
1
5790 CRIGHTON DR
274-000340
VILLAS @ BALLANTRAE 3 ##71
RES SINGLE FAMILY DETACHED
Duffy Homes Inc
DUFFY HOMES INC.
Date 4/15/08
------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 330.00 Plan Check Fee . .00
Issue Date . . . Valuation . . . , p
Expiration Date . . 1/08/11
Qty Unit Charge Per Extension
BASE FEE 50.00
28.00 10.0000 EA RES PLiJMBING >1 FIXTURE 280.00
----------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
Fee summary Charged Paid Credited Due
------ ---------- ---------- ---------- ----------
Permit Fee Total 330.00 .00 .00 330.00
Plan Check Total .00 .00 .00 .00
Grand Total 330.00 .00 .00 330.00
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.
This permit form is provided by the Buiiding Industry Association of Central Ohio as a public service.
; • APPLICATION FOR BUILDING PERMIT
THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE
ISSUED IN OHIO UNDER AUTHORITY OF:
? Bexley ? Groveport E3 Westerville
0 Columbus 13 Hilliard 0 Whitehall
WDublin 13 New Albany 13 Worthington
13 Franklin Co. ? Powell p
0 Gahanna 0 Reynoldsburg 0
0 Grove City ? Upper Arlington ?
1. IDENTIFICATION
OWNER'S NAME
BLDR./CONTR. NAME i;?4%& c-
ARCH./ENG. NAME 45rkkXC_
2. Street and number locatio
A.6)tW side of
B.
3. Subdivisi
Nearest Major Intersection
4. County Auditor's Taxing District
feet, NJOIO1NN, from intersection of
A. Y E OF IMPROVEMENT
New Buiiding 0 Repair, replacement
13 Addition-Alteration
13 Other
B. OWNERSHIP
Private 0 Public (Federal, State,
? Non-Profit ? Local) ?
C. COST (Omit Cents) $??t0_0) .00
D. TYPE OF USE
R?SIDENTIAL
One family [3 Two family ? Three family
? Four or more family.
13 Accessory Garage 0 Swimming Pool
13 Other
Total No. of Bedrooms:
Bathrooms:
Public 0 Private (well, cistern)
6107
FEE SCHEDULE
:'?'''- / y7 a
??- 79t
oa
Alter./A? - ..... q$ q9-#
Pian Exam.
Other
TOT,4L
B ILDiNG CONTAINS
Gross Sq. Ft.
? ? ?
15 Livin Area
W
fl&a.. Garage
BUILDING DIMENSIONS
aeparate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public
property, and tents.
Inspection: inspections must be cailed for 24 hours in advance for footer, ail rough inspections, insulation, pre-lath, final for certificate of occupancy.
The owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining
to building and uildings and to con ru t the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted
herewith an ify h the inform io nd te ts iven on t is application, drawings and specifications are to the best of their knowl ge, tr e and co rect.
Appl' ati
Address
??
' wn s or Agent's S n tur A2A
DO NOT WRIT@`gELOW THIS LINE (Offic Use)
Plan Examin s Approval: Date ?? .?+L9 Q" Zoning Ap?ro?:, ? Dat I suin Authorities A
? 3 g pprov Date r.
Signature/) ? 1? /q.A Signature Si gn a t u rc;? ?
DISTRIBUTION: WHITE-Issuing Authority; YELLOW-BIA; PINK-Co. Auditor's Copy; GOLDENROD-Applicant's Copy
!REV. 8-9?j
Parcel
NON-RESIDENTIAL
13 Church or religious 13 Swimming Pool
13 Industrial 0 Parking Garage 13 Office, Bank
13 Accessory Garage 17 School Cl Public Works
13 Other_
E. PRINCIPAL TYPE OF FRAME
13 Masonry (wall bearing) 0 Structural Steel
X Wood Frame 13 Reinforced concrete
13 Other
F. TYPE WOF HEATING FUEL
Gas 13 Electricity
0 Other
G. TYPE OF SEWAGE DISPOSAL
v Public Sewer 13 Private system
H. TYPE OF WATFR SI1PpI v
Zoning_ District Date?
Dwelling or Bldg. Permit No. OZ •Aok :10--?),
Plan No
Addenda No
BUILDING LOT
Has deed for this lot been recorded? X YES ? NO
If answer is NO, approval of Planning Commission is necessary
before lot can be recorded.
STREET ADDRESS I CITY/ZIP
MN
n ?-!----t ?U L(giffc)/, 1 ? ?UC Number? Acres
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . .... 07-00201702 Date 1/17/08
Property Address .. .... 5790 CRIGHTON DR
Parcel Number: 274-000340
Alternate Address: VILLAS @ BALLANTRAE 3#71
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner . . . . . . . Duffy Homes Inc
Contractor . . . . .
-------------- . . . . DUFFY HOMES INC.
----
Permit . . . . . . ---------------------------------------
RESIDENTIAL BUILDING PERMIT -----------
Additional desc . .
Permit Fee .... 460.00 Plan Check Fee . 00
Issue Date . . . ?,aa •Ole) Valuation . . . . .
p
Expiration Date . . 7/15/08
Qty Unit Charge Per Extension
BASE FEE 140.00
8.00 40.0000
--------------- RES BLDG PLAN REVIEW
-------- 320.00
Permit ...... -------------------------------
RES HEATING, VENTILATING, A.C. -----------
Additional desc . .
Permit Fee .... 210.00 Plan Check Fee . .00
Issue Date . . . . Valuation . . . , p
Expiration Date . . 7/15/08
Qty Unit Charge Per Extension
BASE FEE 50.00
8.00 20.0000
----------- RES HVAC
---------- 160.00
-----------------------------
Permit ...... LOW VOLTAGE ELECTRICAL PERMIT -----------
Additional desc . .
Permit Fee .... 120.00 Plan Check Fee . .00
Issue Date . . . . Valuation . . . , p
Expiration Date . . 7/15/08
Qty Unit Charge Per Extension
BASE FEE 40.00
8.00 10.0000
-------- RES ELECTRICAL LOW VOLTAGE
-------- 80.00
-------------------------------
Permit . . . . . . GAS LINE PERMIT -----------
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee . .00
Issue Date . . . . Valuation . . . . p
Expiration Date . . 7/15/08
Qty Unit Charge Per Extension
BASE FEE 70.00
? 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 ..... 07-00201702 Date 1/17/08
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1600.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 7/15/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED ,
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES BLDG INSPECTION 470.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLUMBUS 3044.00
SEWER INSPECTION FEE 120.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 2460.00 .00 .00 2460.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5664.00 .00 .00 5664.00
Grand Total 8124.00 .00 .00 8124.00
FEB-14-2008 10 :48 P&L SYSTEHS} I NC .:'D . I.S.
514 _':_: 4 1 49 8 4 F'. =t2.`0 2
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Appiication Number: 01-20061
SURVEYOR
BUtLD1NG LOCATiON AND FIRST FLOOR ELEVATION
CERTIFICATION FORM
1, the undersigned, do hereby certlfy the following locatlon of building and eievation of
tcp af the foundatlon wail af the referencea. property. ii is the buiider`s responsibi{ity to
insure that the location and elevation of the top of the foundation wall plus the flrst floor
system, as per the approved prtnts, comply with the site plan appcoved by the City of
Dublin (in reference to the Ci#y of Dublin Codified Ordinance 1305.02 (k)).
Property Owner: Duffy Homes, Inc.
Subdivision: Villas @ Ballan_trae
Lot Number: 71
Address: Crighton Drive
Approved Foundation Elevation
AcEual Top of Foundation
Professional Seal:
,or ? O F
A. O .
* TIuIs *
° 7807 ?
.a?i
Q?/ST???
%','ONAnL ?5
qV, q Feet above mean sea levet.
938.1-? Feet above mean sea level.
Signa 06?fSur?veyor???
CL
2/14/08
Date
This form is to be compieted prior to the foundation inspection and must be macie
available on-site with the approved prints.
14Hr Benchmark - Top of Castirtg of Curb Inlet along the Northerly Side of Crighton Drive
near the SouthwesterZy Corner of Lot 71. Elevation = 935.00
ExceUSurvey 02.N14
T OTHL P.02
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
I
Date ? ? O U
Application No. Oql'
APPLICATION FOR ELECTRICAL PERMIT
Job Address ?n I? C r?e to n pr Parcel No
Subdivision RQ Ila n Ifik'f V I? I Q Lot Na
Owner Name Qv rf, / 7 0 rA P S Telephone
Contractor Name?, E/e4f i C Telephone
Contractor Address ?a yv% *_ S 0- Dublin Registration No. ` b •
Residential:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $40.00 .... ............. .......... ..... .. ........ .. ..... .... .... .. .. ...... ................................ ?.
$40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction tiiereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
CommerciaL•
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 .........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
.?
$30.00 Minimum (plus $20.()0 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $ QAv
JOB DESCRIPTION_T? m P SPr Vi c4 f Nle w /oln 'e
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of id laws.
Signature of licensed contractor or homeowner
Division of Building Standards A ' 0*<R
Date: 1/1/2001
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
07-00201702 Date
5790 CRIGHTON DR
274-000340
VILLAS @ BALLANTRAE 3 #71
RES SINGLE FAMILY DETACHED
Duffy Homes Inc
DUFFY HOMES INC.
2/04/08
------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 200.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . p
Expiration Date . . 8/02/08
Qty Unit Charge Per
8.00
20.0000
Extension
BASE FEE 40.00
RES ELECTRICAL SERVICE 160.00
Permit . . . . . . TEMPOR.ARY ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 40.00 Plan Check Fee . .00
Issue Date . . . . Valuation . . . , p
Expiration Date . . 8/02/08
Qty Unit Charge Per Extension
BASE FEE 40.00
---------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
Fee summary Charged Paid Credited Due
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
----------------- ----------
Permit Fee Total 240.00
Plan Check Total .00
Grand Total 240.00
07-00201702
---------- ----------
.00 .00
.00 .00
.00 .00
Page 2
Date 2/04/08
240.00
.00
240.00
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.
FOR OFFICE USE ONLY
RESIDENTIAL SITE PLAN REVIEW
PERMIT # D7 OZ
-D/ 709- S BDIVISION NAME_ Ut lIR S
Q( B2 /( -vI ?Q' ?i'
BUILDER'S NAME C> ?? PHASE # SECTION # LOT # 71
CONTACT PERSON-14 CURRENT ZONING P?
TELEPHONE # PLAT RECORDED
;mW 0 REMODEL/ADDITION ? DECWPATIO ? FENCE ? OTHER
?
? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Alterin Projections and/or Recesses
Parkland Conveyed or Park Fee Paid , pproved/NA ? Disapproved
Subdivision, Section and Lot Number Shown Approved/NA ? Disapproved
Street Name and R/W Dimensions Shown Approved/NA ? Disapproved
Scale and North Arrow Shown Approved/NA ? Disapproved
Property Line Bearings and Distances Shown proved/NA ? Disapproved
Building Lines Shown and Dimensioned A ? Disapproved
All Easements Shown and Dimensioned ?pproved/NA ? Disapproved
No Build/No Disturb Zones Shown and Dimensioned pproved/NA
' ? Disapproved
Front Setback Confirmed or per Recorded Plat (Minimum i
? Approve A;'? Disapproved
Side Yards Verified (Minimum 3 Comb ? MDBS pproved/NA ? Disapproved
Rear Yard Confirmed or per Recorded Plat (Minimum ) Approved/NA ? Disapproved
Lot Frontage Confirmed or per Recorded Plat (Minimum )g ? Approved/NA ? Disapproved
Recorded Plat Information Verified by V V Date roved/NA ? Disapproved
Building Footprint Shown and Dimensioned proved/NA ? Disapproved
Building Footprint Matches Plans Submitted (Include Reverse Layout) ?Approved/NA ? Disapproved
Bay Wiiidows, Cantilevered Portions of Buildings Shown YApproved/NA ? Disapproved
Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ?Approved/NA ? Disapproved
Air Conditioning Units Shown ?4proved/NA ? Disapproved
Accessory Structures Shown and Dimensione ? Approv A.
?,. ? Disapproved
Fence, Wall or Satellite Dish Shown (Separate Permit Required) ? Approved/NA ? Disapproved
No Encroachments Shown ? Approved/NA ? Disapproved
Driveway Shown and Dime sioned per Code Section I S.210
Sid
lk
R 0 Approved/NA 0 Disapproved
ewa
s
equired Shown A proved/NA ? Disapproved
Tree Protection Required Shown Approved/NA ? Disapproved
Street Trees Required Shown Approved/NA ? Disapproved
Minimum Caliper 2%z-Inch ? Approved/NA 0 Disapproved
Yard Trees Required on All Street Frontages Shown
90-Foot Frontage or Greater - Minimum 3 Yard Trees Required ? Approved/NA ? Disapproved
Less Than 90-Foot Frontage - Minimum 2 Yard Trees Required ? Approved/NA ? Disapproved
Minimum Caliper 2%2-Inch ? Approved/NA ? Disapproved
Distance From Side Property Line Minimum 7 Foot 0 Approved/NA ? Disapproved
Located Within the Minimum Front Setback ? ApprovedlNA ? Disapproved
Proposed Species Listed on Approved Street Trees List ? Approved/NA ? Disapproved
?
d
d
9
CA
CA
v`
V
?
?
?
?
?
Q`
,i\V
? 1?,
w
Chimney - Cantilevered or Shed-Type Prohibited
Chimney Shown with Foundation
Chimney Extends Beyond the Eave Line j
Required Material - Brick Stone Stucco ?
Foundation Material - Two Materials Ma?itnum
Brick Stone ? Decorative Block
Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements)
OR Street-Facing Garage Requirements -(IF Less than 60° to the Front,Pcoperty Line)
Door O enin Maxi 'dth Sizes
Any One Gar ge Door Opening - aximum 18 Feet
? f
1
Combined Garage Door Openings - simum 26 Feet
Any Garage Door - Maximum Height 9 eet .
t?Approved/NA
?Approved/NA
,VApproved/NA
,X_?_Pproved/NA
? Approved/NA
? Approved/NA
? Approved/NA
? Approved/NA
? Disapproved
0 Disapproved
? Disapproved
0 Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
(A Detached Street-Facing Garage 22 Feet, oX Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations)
Doar Opening Totaling Two or Less Car Widths -1Vlaximum 35 Percent
Door Opening Totaling Three Car Widths - Maximum 45 Percent
Proiection From Adjacent Vertical Wall Plane of the Home -
Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet
Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet
Required Projection Between Doors - Minimum 16 Inches
Garage Door Material - Particle Board or Niasonite Prohibited
Garage Door Color - Low-Contrast - Same or Similar to Primary House Color
?
Garage Door Trim Color - To Match Doors or Primary House Trim Color
Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12
Roof Material - Life Expectancy Nlinimum 25-Year
Metal Slate Tile Wood
Asphalt Shingles Required to be "True" Dimensional Shingles
Minimum Weight 240 Lbs/Square
Exposure Length - Maximum 55/8-Inch
Color -
? Approved/NA 0 Disapproved
0 Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA 0 Disapproved
? Approved/NA ? Disapproved
0 Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
0 Disapproved
0 Disapproved
? Disapproved
? pproved/NA
A oved/NA
? Approved/NA
? Approved/NA
? ApprovecUNA
? Approved/NA
? Approved/NA
? Approved/NA
Water Table -
Water Table - Above Grade 24 Inches v"Pr6ved/NA
Water Table - On Front Elevation Approved/NA
Exterior Finish Building Materials -(**See Additional Requirements for Predominatel iV ZA erior - . 3
y Pg )
Building Materials - Life Expectancy Minimum 30-Year oved/N A
Three Materials Maximum er M' F d
? Disapproved
? Disapproved
? Disapproved
p ajor aca e V
lerj?"D ;; Approved/NA ? Disapproved
Brick Cultured Stone Fibrous Cement Glass Block Stone -i'' Stucco % Vinyl** Wood Board
Exterior Material Changes -
Inside Corner OR Minimum 2-Foot Wrap Outside Cornei ? Approved/NA ? Disapproved
IF Side Gable - Quoins OR Minimum 3%2-Inch Wide Corner Trim Boards ? Approved/NA D Disapproved
2
Windows - Trim OR Shutters Required VAp -roved/NA ? Disapproved
Trim
Minimum Width 3%-Inch OR
Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR
Lintels and Sills (Stone Exterior)
OR
Shutters
Shutters Required - Full Height and One-Half the Width of a Single Window OR
Full Height and One-Fourth the Width of a Double Window
Four-Sided Architecture
Two Design-Elements Required on Each Elevation AND pproved/NA ? Disapproved
Each Street-Facing Elevation Requires Three Design-Elements tAp&'oved/NA ? Disapproved
(Corner and Through Lots Have More Than One Street-Facing Elevation)
Design Elements:
A Minimum 17 Square-Foot Door
A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run)
A Chimney (Cantilevered or Shed-Type Prohibited)
A Minimum 4 Square-Foot Decorative Gable Vent
A Water Table (24 Inches from Grade)
A Si
il /
m
ar Significant Permanent Architectural Feature
At Least One Design-Element in Each Vertical Half, AND Approved/NA ? Disapproved
At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND /. Aqproved/NA
? /- 0 Disapproved
At Least One Design-Element 9 Feet Above First Floor. "Approved/NA 0 Disapproved
(Required if Wall Area is Greater Than 24-Feet Wide and 9 Feet High)
Housing Diversity - Model Name t! XI, ?` ? V?,aj? V2?r,?ed/Np ? Disapproved
BUILDING PERMIT ? proved _ ? Disap oved
COMMENTS. L, ?C?? T7D ? ? .?-? C? p C O?
/
r?"yl
REVIEWED BY v C-- DATE _ [ -/& "cO
T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW?RESIDENTIAL CHECKLIST W[TH APPEARANCE CODE.DOC (Rev. August 2, ZOOS)
3
e7/e9i2002 13:54 614-241-2080 . , I EDWARDS
PAGE 02
Architectua-a1Revxew Comm.ittee
Plan Approval NatEfication
Models: Gj,aza,don, Murlough, Balinas X
Section: The Villas
Date: 07/09 /02
Builder: Duff
y Homes
Plans for the above referenced houses have been reviewed by the $alYantrae A.rchitectural
lteview Committee for compliamce with=
¦ Exterior Materials Usage
Plans are approved as submifted for the above referenced elements.
¦ No Further Approvals R.equued.
? Additional Approvals Required as Follows:
Approval Certified by_
Charles P. Driscall, Member
l?lans revxewed by Architectural Review Cammittee mezxibers
¦ Deboruh Rrtrik-Goodwin, Edwards Galf Cammunities, LZC N Gerry,Sird„Architect, Sird-Houk andAssoceates
O Peter Edwards, Zdwarr* C,t)lf Commsaniries, LLC d Kmy Reed, Lcrxdscape Arcbitect, Myen Schrrzalenberger
A Charles P. Driscoll, ,Ldward's Ga1f Communatzes, ,L.LC O hficbuel Fite, LandscapeArchitect, Bird Hauk & Associates
d Srzan Kena fones, Architect
07/09/02 TL1E 13:51 [TX/R1 NO 51661
Par',? r3liie12erati¢l Golf Coinmunft`y
07/09/2002 13:54 614-241-2080 EDWARDS
f 4 j 7
PAGE 62
Architectux-a1 Review Committee
Plan Approval Natification
Models: Giaxxdon, Murlough, Balinas X
Section: The Villas
Datie: 07/09 /02
Suilder: Duuffy Homes
Plans for the above referenced houses have been reviewed by the Ballantrae A.xchitectuzai
Review Committee for complZamce with:
N E-terior Mate,rzals Usage
Plans are appraved as submifted for the above referenced elements.
¦ No Further Approvals Recjttised
0 Additianal Approvals Required as Pollows:
Appraval Certified by_
,
Charles P. Driscoll, Member
l?lans reviewed by Architectural Review Committee mennbersr----
w Deboruh Rrcrik-Goodwin, Edwards Galf Communities, LX,C N C'rerry Bzrd, Architect, Bird-Houk and Assaceates
O Peter Edwards, Zdwarrls Gcilf Comm:aniries, LLC ? Kerry Reed, Lcndscape Archiuect, Myera Schmalenberger
A Charles P. Driscoff, Edward's Galf Communaties, LLC O h.fichael Fzte, Landscape Arclsitect, Bird Houk & Associates
L7 SrianKent.jones, Arcbitecs
07/09/02 TtiE 13:51 [TX/RIi NO 51661
Park c3liee9erctia.l Golf Cvinncuitfhi
CITY OF DUBLIN
Division of Engineering
DO NOT REMOVE THIS SHEET FROM SITE
Applicant:
site: 5-1 qO v i
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Fax: 614/761-6506
PLEASE PRINTALL INFORMATION
Company: l? T Ho t-?e
(Provide Detail Plot Plan of Lot) J
Lot No: r4l Applicatian No: P9 - -Wtdd- SUbdivision
? No Violations/Inspection Approved '
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
CI Viala#'rrrns/DiSappraved
? 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)
? 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:
U? ll s Da n?vG? ?
a ? ( ct a
a Approved For Conditional Occupancy
?10. Adjust Manhole to grade (Sanitary/Storm)
L! 11. Rebuild Manhole Throat (Sanitary/Storm)
(Ord. 59-74, Sec. 51.04)
?12. Improper Grading
(t)rd. 7-75, Sec. 150.040)
? 13. Clean StreetlClean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
(O.Fi.C. 723.011)
?14. Adjust Watch Valve to Grade
(Mainline/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
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: ? Approved ? Disapproved ? Conditional
Inspector:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shall comply with the 2006 Edition of the
Residential Code of Ohio, as amended.
PLAN REVIEW C
Application No.Q '7 - e-06 r7-0
2 r ?
-
Date Reviewed_ T
? o
'++
?
?
N
Q
Z
? U
Reviewed By 7) E
° o
Z 7
d ? Q
_ZApproved Disapproved
U
o
? a
u?, Q
z
? c d
- ?
KLIST
Plan Reviewer's Comments 8 Notes
2006 OBBC Model Energy Code
106.1.1 Manual J/Electric Loads
Ordinance Stair Risers & Treads
R303.1 Light 8 Ventilation Schedules
R303.6 Stairway Illumination
R306
R307
Sanitation - Fixture Clearance
R308 Required Safety Glazing
R 309
Ordinance
Attached Garage Fire Separation
R310 Emergency Escape and Rescue
Openings
R311.2.2
311.4.1 Under Stair Protection
Exit Door Required
R311.4.2.1 Interior poors
R311.4.3 Landings
R311.5.6 Handrails
R312 Guards
R313 Smoke Detector Locations
R314 Foam Plastic Separation
Ordinance Carbon Monoxide Detector
R401.4.1 Soil bearing capacity
R403 Fd sie 8 location(s)
R403.1.6 ge
R404 IFoundatio n wall sizes & reinforcements
R405 Foundation drainage s
R406 Damprpofing or waterF
R502.3 Floor joist(s) allowable
R502.5 Allowable girder spans
R502.6
R502.11.4 Bearing
Floor Trusses
Worksheets required
All Houses
7 314"max. riser 10" min. treads and 6'8" headroom
Schedules Required on Plans; houses, additions and sunrooms
307.2
1318" s. c. or 20 min, door and 518" gyp. Bd. Type "k" on a!I common
walls and ceiling
5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. O( 44"
a.f f.
112" gyp. Bd. Type '?C'; enclosed spaces with access
Bath 2'4"x 6'8'; habifable rms & basement starrs 216'k
Minimum 3' x door width
Bsmt./hallway/bedrooms wired to prime electrrc/battery pack -
up/interconnected (one each floor)
Outside sleeping areas
Use 1,500psf
112" anchor bolt @ 67" oc; 7" into masonry & concrete
Stamped engineered foundation plan required tor houses and
Lumber specircations required on drawings
Per Tab/es R502.5(1) & R502.5(2)
1 1/2" for wood & steel/ 3" for masonry & concrete
Engineered design required at Frame Insoer.tinn
PLAN REVIEW CH ECKLIST
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lan Reviewer's Comments & Notes
R503 Floor sheathing f
R(402.2)
R 506 Concrete floors on ground ?
R602 Wood wall framing
R602.3.1 Stud size & spacing ? Table R602.3.1
R602.10 Wall bracing
R603 Steel wall framing
R703.7 Masonry veneer Table 703.4
R802 Wood roof framing Show fruss profiles on roo( plan
R802 3 Framing details ? Ra(ter ties, joist not perpendicular to rafters
R802.4 Allowable ceiling joist spans
R802.5 Atlowable rafter spans
R802.10 Wood trusses / Stamped engineered roof lrusses required at (raming inspection
R807 Attic access / 22"x 30"
R1001 Masonry chimneys ? Spark arrestor with rain cap per City Ordinance
R1002 Factory built chimneys Spark arrestor with rain cap
R1003 Masonry fireplaces ? Table 1003.1 & Figure 1003.1
R1004 Factory built fireplaces
R1005 Exterior air supply
M1701 Combustion air 50 cubic per 1,000 btu/h
Front & Back Form
Revised 03/19/2007
. . . ?Or?-
. ,
.
Systems Description Form
Job site '
Address: ?,?J 7 q.n C f?n ?r"Ye- Contractor: ?u-?l i? ?.
WORK TXPE : ?U NEW [ ] REPL•ACEMENT
t3ERTING, VENTILATION 6 A2ei CONDiTIONING SYSTM-: DESCRIPTT_ONS (select items as
.?.,., ..?...
1. Furnace Iacat;nn:
as?:??: GR?age
<;t?Sc --
Gth°r
i. S•tutes ;_ea=`= :ocat_o.^.: L'?-caer= Ga_uCe r•===c
3. Cor.denslnq cr.it locatia:t: F?rsr yard S:de yat lleft?
4. Furnscc / watzr-healler caoacity: ei0's (7
$. GLte?. t}p3: t?]ti]Sc? o3.i a
i E_°Ct*iC
E. F_z.^.BC?? P.F?? : S3t1C1Q : ., 903
i. D?_cCwork type: i.uc?? bcard
r {r concirioner ,_aoacitv: '=on 'lei 9ri;r car.di==cni.^.g SEER _a4ing. 3? !2 i3 24 15 2 ---?.
..';
10. Locatioa of g3s metes cront •:a_d F.°AZ _I.:Sd Gide ya_? l_e::! (:ig,c
Locnc-o- ez vant te _a-icr:, io;: (Dr,ler: LrCat/ret= _::G• :n=)'•+== .1
•iFsrnaco: =20^rIr_2r 'id° a_ /Otti:C_ ?
{Water heah,er: Lzor?t/re3r s de yazd hsLhpr_ T _} r
l.. ...: ? ... ... .......5.ar nF '?i Y}itrL, beloW)
YLVCwirrv a.LQt:..+-i
De?e^ption Counk
Descsipt•ion
Count Descxiption
j Count:
(
r closats 1
iiat ?_s?saashcrs S?wa:-,z a?iaci??s :/
_
IJGJCrC=Y JS::}.s Garbage cisposa2r, ? Bi.dets ?
.?
I Wh=*lpool tzbs
Ariar3ng =ountaisis
? I.?ora=oLy Sin}:s
)?
..i (
;:?t ??abs tTZinals .?- ::ct har.e: c:s-?er,sr?rs
JY7 ? nCLJ
5:^a.n000 baw2s
..? 6iatcr hPat_=s
Grea5e/oil i7'tercep 5ac:ilow devi.Ces
Flo?:r C.reins
Laundr tebs e'loor sin?s
/" ? ashe-s zut°matlc
j4
S ec? 5ize below £cr building main cirain: I S=rap "=I?s ?
3 inc?t 4`r_c-h 6 inch
Huii ng water sexYice 3ize: 1: in ch I inch 1 %1 inch 1;t f>'=c' L Ai"ch
( Building Katcr nerv:.co type: ?nwc_ p:'c/L-?ast. c
--- - 1 _...a ....I ....? :rmm- 1i.:hur1 hF?nw}
ELECTRICIi.L 5YST::C7 -----
r
?
I? 1 ZZ?J ?
(i ;cier.q?cuad oic.a Sir.Y1e pYtcsc l Xt - '=e P?ase [ i
_____
' ' nt!.:b e: c: 120 ?el =
[ 1 N/A ci.rcuita:
c• -;:.ead sp:vicz
tturbcr of 240 voiC
s:
c'-rcui
( 5rryica conductnz S=:,E_ '
aer7_.._ si: e:
225-AmPI L+0 CiQc.or
T
?. ;-, O'.ve_ ,
tc
5c:v?ce ee^•:Uc'?or tti_c: ?_?ur.'_n?ur.
• ?
,rarDL'Ildinq clactroce ' Sersice locatior.: ?t Q? (
CCR:fU.,t(S? J:.oB: ?
Attach load calculations pes IvEC f
220
Grc;:; d'_r.y^ i:_ec-=ode
a` i3iLT?_:?il:il) (G:i^r'@=)
` (=e?er ..G aL•t3C:IHd kJCa..:_?E'S of load C3.ZC.:??1 .`.].O:ti)
.Ui-t?Jil
# C0=dLC?
I ! CTRI:VANt ZaO
:' U '' O'.T3 :: ?'J }'
b
c-ate
RESPONSE ELECTRIC
PHONE/FAX 276-8228
Lot #71 Villas at Ballantrae
PANELSCHEDULE
"... nc0f+M10T1/'lAI r1FSCRIPTION
POS BRKR
tSKrxK
30-AMP rv?
1 v?.??,?••••-
220V
220V
2
30-AMP
2-POLE 3 HOT WATER TANK DRYER 4 2-POLE
35-AMP 5 AIR 220V 6 40-AMP
2-POLE 7 CONDITIONER RANGE 8 2-POLE
50-AMP 9 220V 10
2-POLE 11 FURNACE 12
13 FAMILY ROOM 14 20-AMP
20-AMP 15 DINETTE WASHER 16 20-AMP
20-AMP 17 MICROWAVE REFRIGERATOR 18 20-AMP
20-AMP 19 KITCHEN GFI BATH GFI 20 20-AMP
20-AMP 21 KITCHEN GFI WHIRLPOOL 22 20-AMP
20-AMP 23 DISPOSAL 24 15-AMP
15-AMP 25 DISHWASHER 26 15-AMP
15-AMP 27 SUMP PUMP 28
15-AMP 29 SECURITY OUTLET 30
15-AMP 31 LIGHTING LIGHTING 32 15-AMP
15-AMP 33 LIGHTING LIGHTING 34 15-AMP
15-AMP 35 LIGHTING LIGHTING 36 15-AMP
15-AMP 37 LIGHTING LIGHTING 38 15-AMP
15-AMP 39 LIGHTING/SMOKEDET LIGHTING 40 15-AMP
LOAD CALCULATION SHEET
2810 SQUARE FOOT @ 3 VA PER FOOT
2 SMALL APPLIANCE CIRCUITS -1500 VA
1 LAUNDRY CIRCUITS-1500 VA
1ST 3 KVA @ 100 % OF LOAD VALUE
REMAINING LOAD @ 35%
TABLE 220.42
SUMP PUMP 1.2KW LRGST MOTR
REFRIGERATOR-1500 VA
WHIRLPOOL-1500 VA
DISPOSAL-1500 VA
DISHWASHER -1500 VA
CLOTHES DRYER -5 KW
220V HOT WATER TANK
220V RANGE-
220V FURNACE -0 VA
HEAT PUMP/AIR CONDITIONING
GENERAL LIGHTING
9930
TOTAL LIGHTING DEMAND
125% FLC
(220.53 = 75%)
(220.53 = 75%)
(220.53 = 75%)
(220.53 = 75%)
(TABLE 220.54 =100%)
(220.53 = 75%)
(220.19 = %)
(220.30 = )
7700va
TOTAL LOAD
717 N. JAMES RD
COLUMB.US, OHIO 43219
8430
3000
1500
12930
3000 vA
3475.5 VA
6475.5
1500
1500
1500
1500
1500
5000
5000
8000 VA
11000
0 VA
42975.5 VA
a
RESPONSf ELECTRIC
717 N. JAMES RD
PHONE/FAX 276-8228 COLUMBUS, OHIO 43219
42975.5 VA / 240 VOLTS 179.0645833 AMPS
200 AMP SERVICE TABLE 310.15(66)
? 12!05f2097 09:35 5149375202 COLOPJIAL HEATZhJG PAGE 02
' • 07-20 t 7d2.
.
Coloniai Heating & Cooling Co., Inc.
671 Windmilier Drive - Pickerington, OH 43147
614-837-6100 Llc.# 11097
,
Who1e Nouse Heat Loss?Gain System I
Builder / Model: DuNy - Ballinas Date: 5-Dec-07
Water Heater:
Desiqn Conditions:
Winter Outdoor Temp: 0 Winter Indoor Design Temp: 70
Summer Outdoor Temp: 95 Summer Indaor Design Temp: 75
Losa / Gain Summanr:
Base House total BTUH Gain: 40,654 BTU'S Total BTUH Loss: 87,861 BTU'S
A/C Unit Size: 48,000 BTU'S A/C Model Trane 2TTB3048A1000A
Gas Furnace Size: 100,000 E3TU's Gas Furnace Model Trane TUX1C100A948
Option:
Total BTUH Gain:
A/C Unit Size:
Gas Furnace Size:
Option:
Total BTUH Gain:
A/C Unit Size:
Gas Furnace Size:
Total BTUH Loss:
A/C Model #:
Gas Furnace Model #: Total BTUH Loss:
A/C Model #:
Gas Furnace Model #:
Cnlculations ane estimated values based on a Whole Houoe Heat Loaa/Galn enelyafa for a typical epplication.
Please refer to our Room by Raom program tor atypical appllcaUona,
Equipmont Solectlon Qhould match Manufacturere Rertortnance Data. (Labent and Senaible)
Y 12/05/2007 09:35 5148375202
S:'N 10157
.iob BAZ.T ?I4AS
For: DUFFY
By; CnLONIAL HEATIDIG
HEA7'[NC EQUZPMENT
COLOh,lIAL HEATIt•!G
, RIGHT-] SHORT FORNi
Filcnamc; DUFFY &11LLI
Nfake AMERICAN STF.NDARD
hiodel
T}pe
Efficiency / HSPF 0.00
Heating loput 0 Btuh
Heating Output 0 Btuh
Hcaking Tcmp Rise 0 Dcg F
Actual Heating Fan 1, 6 2 9 CFM
Htg Air Flow Fnaor 0.018 CFM/Buih
Space Therm osta.t
faits;de db
Insidc db
Design TD
Dai ly Rsrage
lnside Humid.
Grains Watcr
Mechod
Canst. qlty
Fireplaces
COOLINC L•QUTPti1LNT
Make F:r9ERICAN STAtdDARD
Model
Type
PAt.E 03
121./07
Htg Clg
0 95
-7 0 7S
70 20
_ t,.
- 50
? 31
Sim.pli`i.ed
Aeerage
i
COP/EER/SEER 0.00
Scnsiblc Cooling 0 [ituh
Latent Cooling 0 Btuh
Total Cooling 0 Btuh
Actua] Cooling Fan 1 E 2 4 CFM
Cig Air Flrnv Factor 0. 04 9 CFN1r73tuh
Loe.d Sensihle I-Ieat RAtio 8 3
ROO1v1 NAME ARE/1 PTTG CLG HTG CLCr
SQ.F1'. B7UH BTUH CFM CFM
basement 1.472 ).].5.15 2355 213 113
15T. FLOOR 1796 49060 20210 907 951?
2tdD. FLOOR 1029 77266 1.1390 50=1 544
Entire Hause d 4296 97651 33945 1624 1.524
Veaiilaoon Air 0 Q
Equip.@ 1.00 RSNi 33945
Latcnt Cooling 67 0,
T/"LTA TC A')GG O'7QG1 Al1G(Z A ?G')A ?C'J.A
MANUAL J? 7ih 'Fd. RTC3HT-J: V3.0.06
1 2f 05f 2007
+ 09: 35 5148375202 c:OLOPJIAL HEATPlG
. PAc:E 04
MANUAL J: 7th Fd. RJGHT-y: V 3.0.06 '$/N 101 57
RiGHT-] WINDpW DATA
lob4: EAU,7t4A$ Filename: DUFI'f B11LLI 1,2. /5!(17
x4' S D kV G 1_ S S O N A S O 0 w C w S
N K T A L O T H V G N H v V H H N I-1
D Y R L A W Tt A H L G C R R G T A A
w L Z E M D G Z L O X Y T M R R
bascment
a n w a c n n b n 2 90 1,0 0.0 0.4 ]..? 15.0 12.0 0.0
?. ST . FLOOR.
C? n P c c n n b n 2 90 1.0 0.0 0.0 1.0 46.0 87 .Q 0.0
: n w r_ r_ n n. b n 2:0 1.0 0.0 0.0 1.0 96.0 118. 0.0
a n n r c n n b n 2 90 1.0 0.0 0.0 1.0 16.0 35.0 0.0
a n s r_ r_ n n b n 2 90 1.0 0.4 0.0 1.0 25.0 40.0 n.r,
7_NG. F.LOpR
a n = r_ c n. n b n 2 90 1.0 0.0 0.0 1.0 46.0 45.0 4.0
a n to r c n n b r, 2 90 1.0 0.0 0.0 1.0 4E.0 95.0 0.0
a n n _ c n n b n 2 90 1..0 0 .0 0.0 1.0 16.0 30.0 0.0
a n s c c n n h n 2 90 1.0 0.0 0.0 1.0 25.0 15.0 0.0
12f 05/2907 09:35 5148375202
DUFFX BAI,Lt
AII.Tta1 ) .Tob4 EALLIi1RS
COLOtJIAL HEATIhJG
PAGE 05
7_one: EnrirP Nouse 12/5i07
nr..v.??,. ,ui?. 1ut11??•A; d.(7.9h- S/N 1.01.57
t Nemee RrMm Enttre novse b]Sflri^nt .ST. FLOOF
2 RunnirgFtE:qoccdWall S20.0 Ft. 1-8.0 Fi. 116.0 Fr. ±yq.r? Ii
3 Rn4m Di rrcnocM, pi. 0.0 t. 40.0 x 3 6. 9 Ft. 10.0 x 44.9 rl 40.0
a Ceitngcl'i Condir.Cpcim 10.1 a e.s n-:ai./cnol ?.q hnat?cqo) 1 ?.9 ro,r.;cr?o;
TYPr_ QF CST FfIM Aro Ltvh Arca 191uh nmn Aluh Atea &uh
EXP4S1.7RE NO Hts qg LenRth ltIg C1,5 t,etigth NIP, Clg Length Hts Gg LcMth Hrg C1p
5 Grom a 11C fi.1 1.3 623 •••• •••• s,23 ,W•• .... q ,... ..« ? j .... ....
r:a.Yieecel h ].SC 3.11) 0.0 81)0 •••• •••• 820 «•• •••• p „•• ,,., n .... ....
Wellssnd e 127- 5.3 1.B 117.5 ,••• ••,• 4 »•• ••« 1E02 •••• «•• 752, 1 •••• ..,.
DarfiliorG d 0.0 0.0 p +?« .... p ...• r... n ..+. .... ? .... ....
c 0.0
O.C?
?
.....
....
?
....
..»
?
....
«..
?,
..,.
..,,
r 11.0 0.0 a .... .... o .... « ?, .... .y.. ? ..,. ....
G U'indn"riA n 3B 4 2.: d2A 1.a244 12 51 2 "^ 221 11?7y w•? 233 57<q
GlFUS Dows b 3B 42.6 ^ 0 U °?? q q +++ n
? •...
Q
fj .,,.
Hatlnp c 0.0 •• 0 p ..« o 0 ,... 0 o ,... 1) ? ....
d 0.0 ? 0 0 ,.., 0 0 ..., C, a .. « 6 rj ....
c 0.0 ^ 0 U •-" G 0 n q •,•• q ri .. «
r o.o •• 0 ? «» 0 o ».. a ? ,.,. ? ,? ....
7 ll,'indpaq.ind upnh Lc,.O 55 ^ 1056 0 0 3E w,• 57r )q ••» 4 n;
Glass Doae NE,'NW 0.0 0 --•+ p 0 •••• 0 0 •••• C. (: ....
a
eooiinQ clw eF.o ie, ».. 14122 12 .... 552 ?
2?_ 94 3t? !?Q .... 41'0
SE/:iW 0.0 G "^ e p »» 0 q - D
$Aulh J,.?1 h; 1375 0 •••• a eG 1; «••
.5
2
Hon. p.0 C q ? .... 0 0 .... G
3 08utdmrs s lic 13.3 4 . E a; 559 1.$9 0 0 U 42 559 tee n 0 Q
b ]Qp 32 _2 .10.9 9 12a G? 0 D 0 Q Q fJ 4 1i3 c?
9 NM .1 1.4 r: g..1 1.3 511 ;2;3 767 611 3293 7 57 n p 0 0 p p
FVoecd b 15C 3.6 0.0 890 3177 0 9917 3177 0 U a o 0 q q
Wnllxnn(l c ].'.F 5.3 1..A 2710 19229 97?7 0 0 Q 1.121 f93r• 7338 139? 72?2 215?
PuDOOna d 0.0 0.0 G 0 0 Q Q 0 0 U U 0 n n
c 0.0 0.0 0 0 0 G 0 0 0 0 0 Q
f 0.0 0.4 0 o A Q 0 n 9 0 0 0 p p
10 Ccilin5a 16 r 2.3 1.5 ]795 4149 2606 C 0 n 7b3 177e 17.15 10.^,P 2375 13
b 0. 0 0.0 0 0 0 a p 0 0 0 0 a n r.
c e.n 0.0 p o o n o a a a o o u o
11 Flmr., x 21A 1.7 0.0 14 1;. 24 7? 0 1972 2473 U a n n n 0 0
b 1,9I 1.7 0.0 3 2; 544 0 a 0 0 a24 591 0 7 0
c zzo 14 .7 0.0 ? o p o 0 o a n o 0 0 0
12 Inilitritien 3 94 .4 10.7 4 74 40017 5481 12 1913 123 37? 27?f,? 39E? 1?? 111 ?5 14 30
13 Subb(l3tuhlnsa`fi*H..+11+12 ••» a5* la "" •,,• 104 6f" •••? «•• 13050 •••• •••• ,-r2qr. ,•••
ls DuI BttfiLosa lp'%' 10e7 •••• 1.Q;? 1011 •••* ..a.
o ....
15 ToralBtuhlnss=13-r1d ,•«• g7851 ••^ "•• 1i51_ °M• •••+ e o
.O, pQ «« ....
27, Q5 ,...
16 ]nl Gniru: Pr:oplc g. 300 e ••,• :.a 0Q ; ••« 6 OC _ °••• ? ?D ] ,•« ^, ?n
nppl, n 1.;? 0 0 1 ~~ 2200 9 ). 1290 n C
17 $Ub10SRSH CiAIf1-7':8..'f12'H1* 1716 1R «r?• w« C??A wu w? ??77n ???? ••w I10
IA DuctRl uh Gnin 1 y;? •••• 301 75% •••• 307 06/ 0 cy?• ,•» p
! 19 ToCW RSHGein--?.17-F18)•PLF :.0:? •••• 33945 1,00 +«? 23 55 ?..()r, +•+• 20214 1.00
r 1.1760
20 CFlvtn;rReqnircd 1524 1524 ?•?, ;?? 113 •••, 907 967 ••,• 504 Sa4
Prirrtout certified by ACCr\ ib mcet. al( roqu'vcmerrts of Manual J Form
12l05/2007 09:35 5149375202 COLOhJIAL HEATIhdG PAGE 05
RTGT-iT-J CALCUf A710N PROCEDURES A., B, C, D
Job#: PALLINAS Filename: OUF.£Y BALLI 12l5/07
7_one: Entire Ilouse
ProccdLrcc A - IVinter Infiltration H'TM Calculation'"
1. Wincer Infihration CFM
0. 3 nC/HR x 3 45 17 Cu.Ft. x 0.0 I67 = 520 CTT?1
2. Winbcc Infiltration Btuh
1.1 x 520 CFM x 7 4 Winter 7D = 40017 Btuh
3. Winticr Infiltration H'iM
40017 Bn,h i a 79 Taai window - e q. 4 1Mt
and Doa Arca
Procedtve B- Summer Infiltratien H7M Calculation*
l . Summer Tnfiltration CFM
0• 4 AGHR x 3 4 5 7 7 Cu.Ft. x 0.0 ] 6 7= 231 1 C FNt
2. Summer Tnfillration 13tuh
1.1 x 231 C'FNt x 20 Summcr TD = 5081 Btuh
3. Summer Infiltration H7M
5081 Btuh / 4 74 Tolal Vvindow = 10.7 1-T)'IvJ
and Door Area
PraEdure C- Latent Tnfiltration Gain
0.68 x 31 gr.diff. x 231. CF70 - 4865 Btuh
Procedure D - F.quipmcrrt Sizing Loads
1. Sensible Sizing Load
Scnsiblc Ventilaoon Load
1.1 x D Vent.CFivl x 20 Summcr TD = Q I3tuh
5ensibleLoadforStructure(Linc19) + 33345 Btuh
Sum of Vcntilation and Structure Jxads = 3 3 9 4 S Btuh
Ratingand Temperature 5wing Multiplier x 1.00 RSM
Equipmcnt SizingLoad - SensiUle + 33945 (31uh
2. Latent Sizing Load
Latent Ventilaopn Load
0.68 x 0 Vent.CFM x 31 gr.diff. = 0 Btuh
InterrTaJ J oads = 230 x 8 No. Peoplc + 1840 Bnuh
Infiltration Load From Procedure C + 4869 Btuh
Equipment Sizing Load - Labent = 67 09 Btuh
"`Construction Quality is:
a No. ofFireplaces is:
1
M.4NUAL.T: 7th Fd. RIGHT-J: V 3. 0. 06 S/N 10157
Prinrnut oertrficd by ACCA to meet all requirements of Manual Form J
12/05/2007 09:35 5148375202 COLOC•JIAL HEpTING
S/N ? 015 7 RIGHT-J BUiLDING ANALYSIS REPORT
Filcnamc: DUFFY BALLI Zane;
lob #: BALL INAS
For: D?i FFY
By: C4LON.T.A1, HFATT,NG
H E A T 1 N G
Compoaent BauhlSqCt Btuh '/oofBtuh
VJ111s 4.9 20596 23.6
Windows 42.5 18245 20,8
Doors 14.9 60.7 0.8
Ceilings 2.3 9149 9.7
Floocs 1.1 3017 3. 9
Infilt 89.9 40017 45.5
Ducts 1047 1. 2
C O 0 L 1 N G
Componcnt BtLih/SqFt Btuh % of Btuh
We11S 1.3 5569 15.9
NVindows 39.1 165 53 4 6. 8
Doars 5.0 232 0. 7
Ceil ings 1.5 2608 ?. 7
FlooTS 0.0 0 0.0
lnfilt 10 .7 5 081 15.0
Ducts 307 0. 9
1ntGainc 3600 10.6
Cig Tons at E 3 °% SHR = 3.4 Clg CFM1Ton = 4?9
Clg Tons At 7 0 % SHR = 4.0 Clg I'ons nt 400 CF,\TrTan = 9. 1
Overall U-Value = 0.082
WARNiNG: xvindow to floor area tntio =] 0.0%- Iess than J Or/,.
Pfi,GE 07
12 I S I07
Enr_ire Hause
Htg Clg
Outside db Q 95
Insidcdb 70 75
DeS1fjR TD 70 20
Dai1y Rangc - M
Tnside Humid. - 50
Grains Watcr - 31
INFTLTR ,A-nON
1victhal Simplifir,,.d
Canst. qhy Av6raqe
Firepl aces 1
Wlnda
hfAWAL 1: 7th Ed RiGHT-J: V3.0.06
"?efUngs r"""°
?12f05f2007 09:35 5149375202
COLOtJIAL HEATINc;
PHGE O8
RIGHT-J LOAA AND 1;QUIPMEM SLJIViMARY
Filcnamc: DUFFY SALLI
Par; DUFFX
By: COLONIAL HEATING
tao vrAr.K oUT
NEED 5L•TTER FL,AT,4S
WIN'IFR DESTC?N CONDTTIONS
Out,cick db: 0 Deg F
Inside db: 7 0 peg I;
Uesign TD: 70 Deg F
1-iEATLNC SIJINiMARY
$Idg. Hcat Loss 9 7 8 61 Btuh
VentSlation Air 4 CFM
Vent Air Loss 0 $iuh
Design Hent Load 9 7 S 61 Btuh
INFl1.'iRATiON
lz /5%07
Job# PALLTNAS
kVihr Co lumbus AC (;) Oy
7_one F.ntire EIouse
StThllviFR DESIGN CON.UMONS
Outside db: 95 Dcg F
Inside db: 75 Deg T'
Design TD: 20 Deg F
Daily Range P4
Rcl. Hum. : 5 0 %
Grains Water 31 gr
SENSTBT_E CC70LJ]vG EQUTP LOAD ST7_NG
Structvre 33345 Btuh
Ventilation Q Btuh
Design Tcmp. Swmg 3.0 Deg F
Use Mfg. Data n
Rste/Swing Mult. 1.00
Total Sens Equip Load 3 3 9 9 5 Btuh
Method Simp li f i ed LAIENT COOLRNG rQUJP 1AAD SIZING
Construction Quality Average
Fireplaces 1 Jntrrnal G,,pns 18 40 Btuh
Vcntilation p gtuh
HEA7ING COOLING infiltra2ion 9969 Btuh
Area (sq.ft.) 42 96 42 95 Tat Latert Equip T_oad 6709 T3tuh
Voliane(cu.ft.) 39577 34577
Air Changcs/Hour 0.9 0. 4 Total Equip Load 40654 Bwh
Equivalent CTM 520 231,
13EATING EQUfF'M,F.NT SUhIMARY COOLTNG i:QL7PMENT SUhiM,4RY
Make At4ERICAN STaNDARD N1akc AMERICRN STAD7DAR.D
Modcl hiodel
TYPe Tyr.e
Efficiency / HSPr 0.00 COPI$$K/SEER 0.00
Ijeating Input 0 Btuh Sensible Cooling 0 gtuh
Heatmg putput 0 Btuh T.soent Cooling q $tub
Hcating Temp Rise 0 Deg F Total Cooling 0 Btuh
Actual Hea6ng Fan 1624 CFM Actual Cooling Fan 1624 CFM
J-Rg Air F]ow Fador 0. 0]. Q CFM/13wh Clg Air Flow r3cvor 0. 09 8 CFM/$tuh
Spacc Thermostat Load Sais 1-Teat Ra.tio 63
MANUAL J: 7th Ed. RTGi-iT-J: V I 3. 0. p 6 S1N 10 15 7
Prattout certified by ACCA. to meet all requirements of Nlanusl Form ]
°12I0512007 09:35 5148375202 COLOh•IIAL HEATIh•!c; PAc-:]E ?33
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S/N 10 157 RTGHT-1 COMPONENT CANSTRUCTf ON REPORT
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Fi Ic name: DUFFY BALI.I 7_.one: En i; i, re H ou se
.)pb# BAL.r..INAS H tg Clg
For; DUFFY
Outsidc db
0 95
Incidedb 70 75
Dcsign TD 70 20
Daily Rangc - i7
Insidc Humid. _ ;p
By: CQL-ONIAL F?EA^; iNG Grains VJatcr - 31
TNFILTRATION
Mathod Si.mplifiCd
Const, qlty Aver.3ge
Firoplaces 1
WALLS
CST DESCRIPTiON AREA 12.-VAL NR LOSS aTN
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14C hla.sonry 47aa.1,8" cr. 12" B1ec1< +R-11 51.1 ],.3.0 97.0 ;293 .
767
15C 8"cr12" Block + R-11,2'-5' below gr.ado 890 19.6 45.4 3177 ri
liF tVoed Ft,R.-11,1/2" Fxr_r Foly,R2.5 Sheath 2710 J.3.; 203.3 19222 479 7
MINDO WS
C57 DESCRTP770N ARF.A R-VAL MR LOSS G,4IN
3B TIP9 Frame,Dbl Pane, Clear G].ass 428 1.6 260.7 15245 3,6553
3D T]:P9 FramF,Dbl, Pane, Clea.t Glass 0 1.5 0.0 Q p
DOORS
CST DESCRipTION AREA R-VAL A.'R LOSS GAIN
31E Pletal, Uret_hane Core 42 5.3 3.0 559 1PP
10D tJOOd Solid Core Door q 2,2 ,, ,29 47
CEILINGS
CST DF.SCRIPT(ON AREA R-VAL A/R T.pSS GAiN
16G Under. Uncondit 4'c+ned Room, R.-30 Insu1. 1796 30.3 59.3 4145 2608
F1.00RS
CST DESCRIP?TON AREA R-VnL A/R LOSS GAM
21A Easement F].oor 1472 35.7 11.2 2,173 0
1.91 Cargeted Floor +R-19 over baeement 37, q 20 .8 1.5.6 5.111 0
22D S13b Floor on Grade, R-11 2" Edge Insul 0 9.9 0.0 Q
MANUAL J: 7th Ed RIGHT-J: V3.0.06
O 7- 2 0 ?/?'p2.2
GEOTECHNICAL
CONSULTANTS, lNC.
Ffiliated wlth Geoenvrronmenta! Consuftants, lnc.
November 10, 1999
Ms. Deborah Rurik-Goodwin
Multicon Builders, Tnc.
500 South Front Street - Suite 770
Columbus, OH 43215
Re: Subsurface Exploration and Foundation Engineering Report
Proposed SW Dublin Goif Community Pruject
Woerner Temple Road - Washington Township, Ohio
GCI Projecf #8141
Dear Ms. Rurik-Goodwin:
Geotechnical Consultants, Inc. has prepared a Strbsulfnce Exploration and Foundatioit Engineering Report
for Yhe above referenced project. After you have reviewed the report, feel free to contact us with any
questions you may have. This report supercedes the Partial Subswface Exploration and biterim report
issued on October 28, 1999. We appreciate the opporiunity to provide our services for this project and hope
to continue our services through development.
Respectfully submitted,
Geotechvical Consultants, Inc.
ject Egineer
Zouse '?Siller, P.E.
o o, P.E.
Reviewer
Dish-ibution: Ms. Deborah Rurik-Goodwin @ Multicon Builders, Inc. - 3 copies
- Mr. Bob Wynd @ M-E Companies -1 copy
Mr. Michael Fite @ Bird Houk & Associates -1 copy
File -1 copy
720 GREENCREST DRIVE o WESTERVILLE, OH10 43081-4902 o 614-895-1400 o FAX 614-895-1171
a
v
TABLE OF CONTENTS
INTRODUC'I'ION .............................................................................................................................................. i
SI'I'E AND PRO]ECT DESCRIP'I'ION ............................................................................................................. I
SUBSURFACE CONDI'I'IONS ......................................................................................................................... 2
ANALYSIS AND CONCLUSIONS .................................................................................................................. 3
GEOTECHNICAL EVALUATION
FOUNDATIONS
SEISMIC FACTOR
BASEMENT .AND GARAGE FLOOR SLABS
RETAINING STRUCTURES
EXCAVATIONS AND GROUNDWATER
SLOPES
PONDS
PAVEMENTS
? SITE PREPARATION AND EARTHWORK
.......... ........................................................................................... 7
FINAL ...........................................................
APPENDIX FOLLOWING PAGE NUMBER .................................................................................................. 8
General Notes for Soil Ciassifications
General Site Location Map
USGS Topographic Quadrangle
Boring Location Plan
Soil Boring Logs
i ,
INTRODUCTION
As requested and authorized by Ms. Deborah Rurik-Goodwin of Multicon Builders, Inc., Geotechnical
Consultants, Tnc. (GCI) has performed a preliminary and limited subsurface exploration for the proposed SW
Dublin Goif Community Project to be located west of Columbus (Ohio) in Washington Township, Ohio.
Bird Houk & Associates provided GCI with preliminary site development information prior to drilling. No
final site or grading plans have been developed. Our report does not address environmental issues.
The intent of this report is to provide the results of the drilling program, evaluate general subsoil conditions
encountered and offer preliminary recommendations relative to anticipated development. After comptetion of
grading and utility plans, a review of subsoil conditions and additional borings will be necessary at specific
building locations.
Our study consisted of 30 standard penetration borings performed across the site and walk-over site
observations. Copies of the test boring logs are appended to this report and the approximate boring locations
?------
are shown on the attached sketch. We have attached a sketch showing the approximate boring locations and
copies of the boring logs. Boring locations were established visually from assumed property boundaries and
site landmarks. We placed wood stakes near the majority of our drill holes so that M-E Companies could
include the hole locations in a survey of the area, however several of the stakes were removed by farmers
dnring plowing.
This report has been prepared for the exclusive use of Multicon Builders, Inc. and their consultants for
specific application to the referenced SW Dublin Golf Community Project in Washington Township, Ohio in
accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed
or implied, is made.
SITE AND PROJECT DEI SCRiPTION
The site is irregularly shaped, approximately SSOf acres in total size and located within an existing
residential and agricultural area, west of Columbus, Ohio in Washington Township, Ohio. Shier-Rings Road,
s I
Z
houses and farmland border the north portion of the project. Farmland and houses, with Avery Road further
east border the east portion of the site. Rings Road, houses, farmland and railroad tracks bound the southern
portion of the property. Cosgray Road, houses and farmland border the western portion of the site. A
general site location map is attached to this report.
The subject site contains several residences, farm fields, treelines and wooded areas on approximately 550
acres. Woemer Temple Road generally bisects the property in an east to west direction. Kramer Diteh enters
the southeast portion of the site and Cosgray Ditch enters the northwest portion of the site. A high pressure
gas line enters the north portion of the site on the eastern quadrant.
Proposed conshvetion is to consist of a mixed-use development #o include single and multi-family
construction, retail and light commercial areas, a golf course, ]akes and associated roadways and utilities. We
suggest that GCI review the final site plans and provide additional recommendations, if needed.
SUBSURFACE CONDITIONS
On October 19, 1999, GCI mobilized two, truck-mounted, rotary drill rigs to the site and drilled 22 Standard
Penetration test borings across accessible portions of the property. Several areas on the eastem portion of the
site were not accessible due to existing crops. We retumed to the site on November 8, 1999 (once the crops
had been removed) and performed 8 Standard Penetration borings in the areas not accessed during the first
visit. The borings were extended to depths of 13.5 to 15 feet betow existing grades. Approximate boring
locations have been indicated on the attached Boring Location Plan.
Srtrjace Cover
The borings encountered surface topsoil, ranging in thiclrness from 0.3 to 0.9 feet. Note that topsoil
thicknesses can vary between borings and within wooded or low areas.
Natttral Soifs
Beneath the topsoil cover, natural soils generaliy consisted of brown glaeial till consisting of clay-silt with
embedded sand and gravel. The brown till was stained dark in several borings, to a depth of 1.5 feet below
existing grades. Borings B-1, B-12 and B-29 terminated within the brown till at respective depths of 13.5, 15
and 15 feet below existing grades. The till changed color to gray in the remaining borings, at depths ranging
from 7.5 feet to 13.5 feet below existing grades. The gray tiil normaliy contains more embedded sand and
gravel and is less plastic than the brown till. lfiin to thicker sand and gravel lenses and seams were
encountered within the till. Borings B-2 to B-1 ], B-13 to B-28 and B-30 terminated within the gray till at
depths of 15 feet below existing grades. Standard Penetration N-values recorded in the natural soils indicate
the rills are generally stiff to very stiff in cohesive consistency, with several random medium stiff samples
noted.
Bedrock
Bedrock was not encountered within the limits of the borings (maximum 15 feet). Where deep (over 15 feet)
sewers are designed, additional borings should be performed along the sewer alignment.
Groutid}vater
Groundwater seepage was observed in B-10 at 7.5 feet and within B-24 at 8 feet below existing grades,
within a perched sand and gravel seams of the till. Seepage was not noted within the remaining borings
during or after completion of drilling. Note that groundwater observations and levels fluctuate due to
changes in precipitation, climate, stabilization time, and other factors that may differ from the time the
measurements were made. The driller characterized the retrieved soil samples generally as "moist".
ANALYSIS AND CONCLUSIONS
GEOTECIDVZCAL EVALUATION
A generalized subsurface profile consists of a variable de.g topsoil cover overlying natural rill soils. The
natural soils found beneath the surface topsoil are considered suitable for the support of the anticipated
housing and relatively light commercial buildings on shallow spread footings. Pertinent geotechnical
considerations are discussed below.
Surface topsoil, vegetation and stumps from removed trees should be removed from below building and
pavement azeas prior to construction. The natural clay based site soils can become unstable if saturated.
Careful routing of construction traffic is advised to help minimize instabiliries of near surface soils during wet
seasons. Depending on the time of year of construction, the natural soils may be "very moist". The pracrical
ramifications of this for site preparation are that site soils may require stabilization prior to any fill placement.
Under favorable drying conditions (late spring and summer), a subgrade stabilization program consisting of
disking of the soils to enhance air-drying followed by recommended compaction is expected to be sufficient.
During wet seasons (late fall, winter and early spring) air-drying may not be praciical, and the use of lime may
be iequired to complete subgrade stabilization. Use of No. 2 stone, punclred into the subgrade as a bridge lift, is
also feasible if the site is to be filled. Off-site fill or fil) from any site cuts or borrow pits may also require
drying to achieve compaction, depending on the time of year of the earthwork.
4
Soft/wet subgrade conditions may result in additional materials being removed during surface stripping due
to rutting and pumping of the subgrade soils. If work is to be performed during traditionally drier times of
the year (late spring or summer), problems associated with soft subgrade soils are expected to be minimal.
t FOUNDATIONS
Continuous wall and column footings bearing in either the natural soils or properly compacted fill soils are
feasible and should be designed for a gross allowable bearing capacity not to exceed 3,000 pounds per square
foot. Regardless of the calculated values, a minimum width of 16 inches for wali faotings and 30 inches square
?--.
for column footings is recommended. Placement of fill within building areas should be completed to finished
subgrade elevation prior to excavation of foundations. Exterior footings should have a minimum soil cover
equal to the local frost code depth (32" for Columbus, 36" for Dublin). Interior footings can be placed shallow
as feasible provided proper bearing is achieved.
If soft soils are encountered at footing subgrade, undercut to stable soils. Undercut areas can be brought to
footing subgrade using controlled density fill such as K-Crete.
SEISNIIC FACTOR
The borings encountered stiff to very stiff glacial till. Bedrock was not encountered within the maximum 15-
foot depths of the borings. Based on available information we would characterize the site as a soil type Si -
and accordingly a site coefficient of 1.0 is recommended.
BASENMNT AND GARAGE F'LOOR SLABS
It is recommended that a minimum of four inches of granular fill (washed crushed stone or stone and coarse
sand) be placed beneath at-grade building floor slabs to prevent capillary rise of ground moisture. This layer
shovld be 6 to 8 inches thick below basement slabs to enhance drainage to a sump pit. A vapor barrier is
normally recommended for below grade slabs and where floor coverings can be adversely affected by water
vapor. Any basement excavation with unstable or fill soils at footing depth should be brought to our attention
prior to over-excavation.
RETAINING STRUCTURES
Retaining walls restrained at both top and bottom should be designed to resist at-rest lateral soil pressures, plus
any surcharge loads from adjacent slabs. The design Ioading depends on the type of backfill material used. The
following equivalent fIuid pressures are recommended:
Equivalent At-Rest
Soil Tvpe Fluid Pressure (pcf)
Clay Silt (Site soils) 75
Sand and Gravel 55
(Placed with some compactive effort)
Free-draining sand and gravel is the recommended backfill material behind all walls designed as retaining
structures. This fill should be placed in a wedge shaped area extending firom the base of the wall upward at an
angle of 35 degrees from the vertical to use the ]ower design values. Cohesive soil is not recommended as wall
backfill due to its poor drainage characteristics and potential for lateral wall loads resulting from surface frost.
We recommend that exterior footing drains and underslab drainage leading to a permanent sump be installed for
below grade slabs to minimize the build-up of hydrostatic forces behind the wall and below the slab.
EXCAVATIONS AND GRO'UNDWATER
Bedroclc was not encountered in the borings (maximum drilled depth of 15 feet). The naturai clay-silt site soils
can be excavated with conventional track hoe equipment. Al] excavations should comply with current OSHA
regulations.
Borings B-10 and B-24 encountered groundwater seepage at respective depths of 7.5 and 8 feet below existing
grades. We do not anticipate that groundwater will pose significant probiems with shalIow fooring, utility or
basement excavations. If water is encountered in site excavations, the excavations should be dewatered to allow
footing' construction and backfilling in dry conditions. Additional waterproofing requirements may be needed
in areas where a basement excavadon encounters flowing water. Use of working mats of crushed stone and
local sumps should be sufficient for the anticipated seepages related to the perched sand and gravet. Seasonal
6
wet subgrades may cause subgrade stability problems during site preparation. Subgrades should be brought to a
stable condition prior to ptacement of filI. These have been discussed elsewhere in this report.
SLOPES
The steepest recommended fiIl slope without soil reinforcement is 2(Horizontal): 1(Vertical), assuming soils
are compacted as a structural fill. Although a 2(H): 1(V) cut slope is considered stable, 3(H): 1(V) is
suggested and will aid in the establishmenE of vegetation and feasibility of mowing.
PONDS
"Wet" ponds can be constructed within the site clay-silt soils. Gouge out isolated sand and gravel layers to
provide a minimum of 18 inches of compacted ctay-based soil fill. If thick sand and gravel layers are
encountered, an 18-inch thick clay layer will be needed to retain water. Water seepage from any wet,
saturated sand and gravel layer will have to be controlled to construct a clay-based soil pond tiner.
PAVEMENTS
The glacial till soils typicaliy found in Central Ohio have soil subgrade CBR values ranging from 2 to b. A
roadway pavement design is beyond the scope of this report. GCI can provide one if requested. "This would
require addidonat laboratory testing and traffic count criteria.
As a matter of practice, roadway pavement areas should be steel-wheel rolled to a smooth surface prior to
placement of aggregate base material. Subgrade preparation during wet seasons may require the use of
engineering fabric or geogrid. Some adjuscment in pavement section thickness may be necessary in the field if
softer soils are encountered at actual subgrade. Providing adequate subbase drainage is critical to future
roadway pavement performance. Weep holes in all inlets and under drains in any swales are suggested and
should be designed by the site civil engineer.
7
SITE PREPARATiON AND EA.RTHWORK
As a general approach to the site preparation, the following is recommended:
1. Remove any surfaoe organics, vegetation and stumps (from tree removal) from beneath proposed
building and pavement areas.
2. Perform any required cuts and carefully proof roll all pavement and buiIding area subgrades. Soft areas
should be stabilized by disking and drying or other appropriate methods.
3. Natural non-organic site soils are acceptaUle for use as structural fill. Some moisture adjustment may
be necessary, depending on tiveather conditions at the time of earthwork. Any off-site borrow
should be approved by GCI prior to its use.
4. Place all fills in 8-inch loose lifts and compact to 98% of the optimum Standard Proctor dry density.
The moisture in the site soils should be controlled to within +3% of the optimum Standard Proctor
moisture content. Site soils are generally cohesive and will compact best with a sheepsfoot roller. Any
sand and gravel soils will compact best with a vibratory rolIer.
Excessive moisture will make earthwork difficult with the cohesive site soils. Use of lime can be
designed into a wet weather fill operation, but is not advised unless air drying is not possible. Some
care also would be advised with respect to eonstruction traffic pattems so as to avoid exeessive
pumping of the subb ade soils.
5. After fill placement for the building pads is completed, excavate for footings. Footings may bear in
existing or new fill or natural site soils. Undercut any isolated soft zones to achieve firm bearing
conditions.
6. Pavement areas should be steel-wheel rolled to a smooth stuface prior to placement of base aggregate.
Subgrade preparation during wet seasons may require the use of engineering fabric or geogrid.
7. It is recommended that this firm be retained to observe proof rolling operations, cut and fill
operations and footing excavations.
8. If work is performed during the winter (e.g., when freezing temperatures occur), speciai protective
measures will be required during filling and footing construction procedures. Contact GCI for
additional cold weather recommendations, as needed.
hTNAL
We recommend that GCI be provided the opportunity for general review of the fcnal project plans and
specifications in order that earthwork and foundation recommendations be properly interpreted and
implemented. In the event that any changes in the nature of the development are pianned, conclusions and
recommendations contained in this report shall not be considered valid unless changes are reviewed and
conclusions of this report are rnodified or verified in writing.
8
The recommendations given in this report are the professional opinion of Geotechnical Consultants, Inc.
based on available information and subsurface findings and the assumption that this project will be properly
constructed and maintained_ Recommendations of this regort may be modified based on the final
development information, findings of any new borings and consizuction observations.
It should be noted that the nature and extent of variations between borings might not become evident until
construction. If variations then appear evident, it will be necessary to re-evaluate the recommendations of
this report. This report is for preliminary design purposes only and is not sufficient to prepare an accurate bid
document.
GCI appreciates the opportunity to work with you on this project and hope to continue providing our services
through construction. If you have any questions or the need for additional services, please call.
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--?1 PROJECT: Proposed 51+/ Dublfn Go{f Community ProJect
? ? ? • Q Woernar temple Rd - Washfngfon Twp., OH
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93 ?• DATE: Oetober 1999 DRAWN BY: cim
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•HAYDEN•p? SCALE: 1"=2,000'
i
Driscoli, Charlie
From: Carr, Tim [tcarr@DuffyHomes.com]
Sent: Tuesday, February 22, 2005 2:20 PM
To: Koliar, Vince; zEdwards_Driscoll, Charlie; Danko, Rich; Stanich, Chris; Kinsley, Dale (E-mail)
Subject: FV1l: Soil Testing
If we have any soil data for Ballantrae or any of our subdivisions this may be adequate to
resolve a problem that we are going to be faced with in the near future. Charlie, can we
get this info. from you or the Geotech company that inay have done testing.
As a result of building departments adopting the 2009 Residential Code of Ohio we will be
looking at several new requirements. One area will be soil bearing assumed as 1500 psi
vs. 2000 psi (Dublin) and 3000 psi in most other areas. We could see 1500 psi enforced in
just about every location that we build.
This could be expensive to have our Structural engineer go back and check many of our
houses. We may just have to increase all pad sizes to work for all cases. Currently our
houses show from 24"sq. to 48" sq. conc. pads, depending on how the beam is loaded. This
could even affect our footing width and depth when we have 2-story brick veneer. Width
and Height could increase to 201'(w)x10"(d) i.l.o. 16"(w)x8"(d). Dale is looking into 1-
story brick and brick water tables as they would pertain to footing sizes.
Are we to a point where we have soils testing done to keep our plans as shown.
Chris/Charlie do you know how much it could cost per house to supply minimum data to make
Dublin happy?
..f O
T can not imagine that the soi) '? COf less the 2000 psi generally. There may be
some areas that are except-4 '? to be allot of rocfc out there vs. soft
clay. o1`7
In my limited amount of what I have found so far. There may well
be other areas this will loads are going to be a factor as well.
Shear walls, every 25-30 ` v re already being enforced for Single
Family homes in the City c ding departments communicate with each
other on these
issues, meaning we will be other municipalities.
Please advise,
Tim
> -----Original Message-----
> From: Huffines, Michelle
> Sent: ' Wednesday, February 09, 2005 9:56 AM
> To: Carr, Tim
> Subject: Soil Testing
>
> Tim, Tommy brought to my attention that Dublin is adopting a new
> code,the residential code of Ohio, effective 3/1/05. The inspector on
> his last house mentioned to him a few things that would effect us on
> upcoming houses. Dublin will be enforcing 1500 psi soils bearing. We
> typically design for 2000 psi. This would require us to send all our
> houses to Dale to have him review the loading on the concrete pads in
> the basement to make sure they will work at 1500 psi. Instead o`
> sending everything to Dale, do we want to pursue having soils testing
> done on our Dublin subdivisions to show that the soil is 2000 psi.
> Please let me know what you would like us to do. We have about 3 weeks
> before any permit set we submit will be effected. Thanks. Michelle.
1
GEOTECHNICAL
CONSULTANTS, INC.
'frllated wlth Geoenvlronmenta! ConsuJtants, lnc.
SUBSURFACE EXPLOR.ATION
ANA
FOUNDATION ENGINEERING REPORT
SW DUBLIN GOLF COMMUNITY PROJECT
WOERNER TEMPLE ROAD
WASffiNGTON TOWNSHIP, OHIO
PREPARED BY:
Geotechnical Consultants, Inc.
PRE, PARED FOR:
Ms. Deborah Rurilc-Goodwin
Multicon $uilders, Inc.
GCI Project No. 8141
- October 28,1999 - Interim
November 10,1999 - Final
720 GREENCREST DRIVE o WESTERVILLE, OHIO 43081-4902 0 614-895-1400 o FAX 614-845-1171
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0 REScheck Software Version 4.0.1
8/" Compliance Certificate
Project Title: Lot 71 Villas at Ballantrae - Ballinas
Report Date: 12/06/07
Data filename: M:\Specs\-SPECSMODLPARADE-Completed\Ballantrae Villas-Unit#51\Ballinas-Lot7l.rck
Energy Code: 20031ECC
Location: Dublin (Franklin), Ohio
Construction Type: Single Family
Glazing Area Percentage: 11 %
Heating Degree Days: 5719
Construction Site: Owner/Agent: Designer/Contractor:
5790 Crighton Drive Duffy Villas LLC Andy Smith
Dublin, OH 43016 OH Duffy Homes Inc
8724 Olde Worthington Road
Westerville, OH 43082
614-410-4100
asmith@duffyhomes.com
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Ceiling 1: Flat Ceiling or Scissor Truss: i zuz so.u V.0 --
Ceiling 2: Cathedral Ceiling (no attic): 508 35.0 0.5 15
Wall 5: Wood Frame, 16" o.c.: 3114 19.0 0.9 163
Window 3: Vinyl Frame:Double Pane with Low-E: 334 0.350 117
Door 1: Solid: 18 0.350 6
Door 2: Glass: 38 0.350 13
Wall 6: Wood Frame, 16" o.c.: 158 13.0 0.9 13
Wall 7: Solid Concrete or Masonry:lnterior Insulation: 214 0.0 0.7 56
Window 7: Vinyl Frame:Double Pane with Low-E: 8 0.350 3
Basement Wall 2: Solid Concrete or Masonry: 824 0.0 5.7 136
Wall height: 6.8'
Depth below grade: 6.8'
Insulation depth: 0.0'
Window 5: Vinyl Frame:Double Pane with Low-E: 8 0.350 3
Wall 8: Solid Concrete or Masonry:lnterior Insulation: 89 0.0 11.7 6
Crawl 2: Solid Concrete or Masonry: 101 0.0 5.7 12
Wall height: 3.3'
Depth below grade: 3.3'
Insulation depth: 2.3'
Inside below-grade depth: 1.0'
Furnace 1: Forced Hot Air: 90 AFUE
Air Conditioner 1: Electric Central Air: 13 SEER
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, a nd other
calculations submitted with the permit application. The proposed building has been desi ed t meet the 2003 IECC requirements in
REScheck Version 4.0.1 and to comply with the mandatory requiremen 'sted in the ES k Inspection Checklist.
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Lot 71 Villas at Ballantrae Ballinas Page 1 of 1
.
CNJ( REScheck Software Version 4.0.1
Compliance Certificate
Project Title: Lot 71 Villas at Ballantrae - Ballinas
Report Date: 12/06/07
Data filename: M:\Specs\-SPECSMODLPARADE-Completed\Ballantrae Villas-Unit#51\Ballinas-Lot7l.rck
Energy Code: 2003 IECC
Location: Dublin (Franklin), Ohio
Construction Type: Single Family
Glazing Area Percentage: 11 %
Heating Degree Days: 5719
Construction Site: Owner/Agent: Designer/Contractor:
5790 Crighton Drive Duffy Villas LLC Andy Smith
Dublin, OH 43016 OH Duffy Homes Inc
8724 Olde Worthington Road
Westerville, OH 43082
614-410-4100
asmith@duffyhomes.com
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Ceiling 1: Flat Ceiling or Scissor Truss: 1282 35.o u.5 4V
Ceiling 2: Cathedral Ceiling (no attic): 508 35.0 0.5 15
Wall 5: Wood Frame, 16" o.c.: 3114 19.0 0.9 163
Window 3: Vinyl Frame:Double Pane with Low-E: 334 0.350 117
Door 1: Solid: 18 0.350 6
Door 2: Glass: 38 0.350 13
Wall 6: Wood Frame, 16" o.c.: 158 13.0 0.9 13
Wall 7: Solid Concrete or Masonry:lnterior Insulation: 214 0.0 0.7 56
Window 7: Vinyl Frame:Double Pane with Low-E: 8 0.350 3
Basement Wall 2: Solid Concrete or Masonry: 824 0.0 5.7 136
Wall height: 6.8'
Depth below grade: 6.8'
Insulation depth: 0.0'
Window 5: Vinyl Frame:Double Pane with Low-E: 8 0.350 3
Wall 8: Solid Concrete or Masonry:lnterior Insulation: 89 0.0 11.7 6
Crawl 2: Solid Concrete or Masonry: 101 0.0 5.7 12
Wall height: 3.3'
Depth below grade: 3.3'
Insulation depth: 2.3'
Inside below-grade depth: 1.0'
Furnace 1: Forced Hot Air: 90 AFUE
Air Conditioner 1: Electric Central Air: 13 SEER
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in
RESch k Version 4.1 a d comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Titl Signature Date
/- )
_____.._?._ ..___._.?._
_ ... . _._._.._. ..__ ?.. ? ? .__._..,___ ......_..?...??
Lot 71 Villas at Ballantrae - Ballinas _r_ Page 1 of 5
CNJ(
REScheck Software Version 4.0.1
Inspection Checklist
Date: 12/06/07
Ceilings:
0 Ceiling 1: Flat Ceiling or Scissor Truss, R-35.0 cavity + R-0.5 continuous insulation
Comments:
? Ceiling 2: Cathedral Ceiling (no attic), R-35.0 cavity + R-0.5 continuous insulation
Comments:
Above-Grade Walls:
? Wall 5: Wood Frame, 16" o.c., R-19.0 cavity + R-0.9 continuous insulation
Comments:
? Wall 6: Wood Frame, 16" o.c., R-13.0 cavity + R-0.9 continuous insulation
Comments:
? Wall 7: Solid Concrete or Masonry:lnterior Insulation, R-0.7 continuous insulation
Comments:
? Wall 8: Solid Concrete or Masonry:lnterior Insulation, R-11.7 continuous insulation
Comments:
Basement Walls:
? Basement Wall 2: Solid Concrete or Masonry, 6.8' ht / 6.8' bg / 0.0' insul, R-5.7 continuous insulation
Comments:
Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and
extends at least 6 in. below grade.
Windows:
? Window 3: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
? Window 7: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
? Window 5: Vinyl Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermai Break? Yes No
Comments:
Doors:-
? Door 1: Solid, U-factor: 0.350
Comments:
? Door 2: Glass, U-factor: 0.350
Comments:
Crawl Space Walis:
Lot 71 Villas at Ballantrae - Ballinas ?? ??? Page 2 of 5
? Crawl 2: Solid Concrete or Masonry, 3.3' ht / 3.3' bg / 2.3' ext. insul / 1.0' inside bg depth, R-5.7 continuous insuiation
Comments:
Applies to walls of unventilated crawl spaces.
Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and
extends at least 6 in. below grade.
Heating and Cooling Equipment:
? Furnace 1: Forced Hot Air: 90 AFUE or higher
Make and Model Number:
? Air Conditioner 1: Electric Central Air: 13 SEER or higher
Make and Model Number:
Air Leakage:
C] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
Cj Recessed lights are 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from
cambustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation.
Skylights:
? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.
Vapor Retarder:
cl Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
C] Materials and equipment are installed in accordance with the manufacturer's installation instructions.
Lj Materials and equipment are identified so that compliance can be determined.
Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
Ll Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
0 Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
? Supply ducts in unconditioned attics or outside the building are insulated to R-8.
? Return ducts in unconditioned attics or outside the building are insulated to R-4.
? Supply ducts in unconditioned spaces are insulated to R-8.
? Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in
basements.
? Where exterior walls are used as plenums, the wall is insulated to R-8.
Duct Construction:
Ll Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened.
Lj All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 1816.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
n The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
ci Thermostats exist for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or
cooling input to each zone or floor is provided.
Service Water Heating:
? Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
? Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
? Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
Lot 71 Villas at Ballantrae - Ballinas Page 3 of 5
? All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Lot 71 Villas at Ballantrae - Ballinas Page 4 of 5
•
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Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Temperature (°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Insulation Thickness in Inches by Pipe Sizes
Fluid Temp
.
Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 106-200 0.5 1.0 1.0 1.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD: (Building Department Use Only)
Lot 71 Villas at Ballantrae - Ballinas Page 5 of 5
SHIRK & O'DONOVAN
CONSULTING ENGINEERS, INCORPORATED
370 EAST WILSON BRIDGE ROAD
WORTHINGTON, OHIO 43085-2321
TEL (614) 436-6465 • FAX (614) 436-6485
February 26, 2008
Ms. Michelle Huffines
Duffy Homes
8724 Olde Worthington Road
Westerville, OH 43082
Re: Villas at Ballantrae
Unit 71
Porch Foundation
.
Dear Michelle:
At your request, we have designed the foundation for the concrete porch replacing the wood deck adjacent to
the Dinette/Dining room. Per the drawings provided by you, the new concrete porch projects 3 feet from the
crawl wall and is 8 feet in width. Provide a continuous 8 inch deep by 16 inch wide footing below 8 inch thick
unreinforced concrete foundation walls. Locate this footing at the same elevation as the crawl space footing.
Embed two (2) #5 x 30 inch long dowels mid-depth of the footing 6 inches into the existing footing with Hilti
HIT HY 150 adhesive per the manufacturer's recommendations. In addition, provide the same dowels
between the porch sidewalls and the existing crawl walls. Locate one dowel 8 inches below the top of the
crawl wall and then at 18 inches on-center down the wall. Footing concrete shall have a minimum 28-day
compressive strength of 2,500 psi and wall concrete shall have a minimum 28-day compressive strength of
3,500 psi.
Please do not hesitate to contact our office if you have any questions or if we can be of any further assistance.
Sincerely,
SHIRK & O, DONOVAN
Consulting Engineers, Incorporated
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Dale R. Kinsley, P.E.
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P & L SYSTEMS, INC.
SURVEYORS 8c ENGINEERS
171 CHARRING CROSS DRIVE
WESTERVILLE, OHIO 43081
PLOT PLAN
FOR: DUFFY HOMES, INC.
TYPE OF HOUSE: BALLINAS
LOCATION: CITY OF DUBLIN, COUNTY OF FRANKLIN LOT NO.: 71
SCALE: 1"=20' SUBDIVISION: VILLAS AT BALLANTRAE,
DATE: 16 NOVEMBER, 2007 PHASE 3
REV: 29 FEBRUARY, 2008 H A A
F.F. = 939.0
0 10' 20' 40' TOP FOUNDATION = 937.8 ,
SAN. SERVICE INV. =925.27 F.F. GARAGE =936.1
TOP OF BASEMENT FOOTER = 928.8
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COMMUNITY PANEL: 39049C DUBLIN, OHIO
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I HEREBY CERTIFY THAT THE
GRADE ELEVATIONS SHOWN ON
THIS PLOT PLAN ARf THE
RESULT OF AN "AS BUILT" SURVEY
PERFORMED ON
?
SURVEYOR OR BUILDER SIGNATURE DATE
r
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P & L SYSTEMS, INC.
SURVEYORS & ENGINEERS
171 CHARRING CROSS DRIVE
WESTERVILLE, OHIO 43081
PLOT PLAN
FOR: DUFFY HOMES, INC.
LOCATION: CITY OF DUBLIN, COUNTY OF FRANKLIN TYPE OF HOUSE: BA?LLINAS
SCALE: 1=20' ?
SUBDIVI LOT NO.: 71
SION: VILLAS AT BALLANTRAE,
DATE: 16 NOVEMBER, 2007 PHASE 3
HOUSE DA A ?
0 10' 20' 40' / TOP FOUNDATION = 937.?
SERVICE INV
=925
SAN
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TOP OF BASEMENT FOOTER = 928.8
?]?TC 934.80 % - - -
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DELANCY,/ ALLEY c 16 R/W?
S 33°51 '43" E 52.00? ?
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° 936.1 2) EACH HOME SITE AS
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THIS PROPERTY IS LOCATED IN ENC;I1VEERfiTrrn,ir. A ,(,F
FINAL PLOT PLAN
FLOOD ZONE: "X" ? City O! Du' Y) CR
V IGHTON DRIVE
COMMUNITY PANEL: 39049C
APPROVED AS NO'I'Ep D UBLIN, OHIO -_?
PAGE: 0108 G? ?PP ?%• %O . Q77 1--?
DATE: AUGUST 2, 1995 DRN.: AC CK.: BW
'rotection Fencing
tN: T4LLEp AND INSPEL'(C'
A"T ANv r ?,1PySTRJ?7i0N.
JuSPEvTiON
lol Mechanical Units
iG R.U.W.
vihG aIvis,aN
S'treet Trees hequued
CALL CITY FORESTER BEFORf
ORDER ANO INSTALLATION
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CTION UNE TO
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CITY OF DUBLIN
,
CITY OF DUBLIN
PERMIT NUMBER:
??- 2U /707.
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: U?? Rrwoz 3 Lot Number: .7' Reviewer:
Address:
57 10
0? ?-e? Date:
??., 2(? • v?
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.
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 V/
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, tabeled 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 Floodwa + 20 feet is shown and labeled
FEMA FIRM Map Number: 9O4610 Effective Date: D$, O? • q 5
23 Erosion control is shown, ]abeled 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: gAPPROVED
0 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.
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. c~ • ~ • ~ 1NI5 ~I.AN NA5 if3~~N CU51'OMIX~b ~0~ 1N~ WEISS 1~51t~ ~s ~sit~~c~, : _ ,
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• ~ • 10 '~~N~~10}? E~~VATIONS
, ni • . . • ll ~UI~niNG Whl,~ ~~CtI0N5
i~ s~~r~~oNS PREL M NARY ~ ~
~
i, s~tii~ s~~rio~N~~ ~~rtii~s PERM T 0
CONSTRUCTON 0
VILLAS AT
IN ACCO~G'ANC~ INIiN 200n ~'~51~~NTIA1, COn~ 0~ ON10 ~ h~ N,~ ~UM~E~ SNHI,~ N0~ I/ N0~ 2 SP~I~C~-pIN~-~IK ( N0~(N~~N) 0~ ~~11~~, UPJ~~55 NOfEn 01N~~WIS~.
nUFFY NOME5INI~~ M~Ef 0~ ~X;,~~p T~~ MINIMUM COn~ ~~QUI~~M~NfS, C~U1 N(7f ~IMI1~n 1~7 M~ ~O~~OINING~~ CONI~AC10~510 P~OV'In~ ~I~~ 510PPING R5 ~~Q'n p~~ I~.~P~P~1CA~~~ COn~S APIn ~'.~GU~A110N5~ BALLAHTRAE
I~CO-Jl5 l-:15 ~ 8 ~ON~'.ACfO~ 10 p~0'vl~~ INPJ.L ~~,ACING A5 ~~Q' n p~~ P~,~ ApPIICA(5~~ COn~S ANn ~GU~A~ONS.
NAPJn~.A1~5 NAUING MINIMLIM ANp MAKIMUM N~IGN10~ A~Jp 38 INC'~5 M~ASU~~n U~~11CA~~Y F~OM ~N~ 9~ INNEN 1N~ ~AS~M~Nf 51AI~ ~5 ~NCL05~n ANn ~N~ u~ln~~51n~ 15 ACC~551~~~ ~OR 510~AG~, tN~N TNE 10p AP~1D App~~V~d ~~NS PLANS MUST BE ON LOt 1
PJOSINU OF 1N~ ~~/tC i~P,~JpRPJ~S SNf~~ N(~16~ M(7~~ ~'rIAN 2 5/ 8 IN(,N~51N ~N~ CK055-S~CfIONP~, nIM~N510N ~0110M 0~ 1N~ STAI~ 51~ING~~ S~RI,~ ~5~ ~I~~STOpp~p I~Nn ~NE UNn~~51n~ MUST f~~ COMP~~i~~Y n~YWAI,~~p E F~A ALL INSPE~TI~ ~L INSPECTiQNS, THE ~
p , , ~ , 51T ~{iPJn~.A1~5 SNN,L NA~~ A 5 A~~ PJ01 ~~551'~AN I i/ 2 INCN~S 3~1"VV~~N ~N~ WPJ,~ A~Jn ~~Af~1n~.AIL AS p~~ .CO b02
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I~dC~1~5 IN I~IUNT .31V.LI51~p LINI15 SNALL i~V~ A SPA~~ NOT U~:~A1~~ 1"'rIAN ~ INCi~S A11N~1~ NEA~.~ST p01N1MJn 0~ ~ACN S~E~pING ~OOM~ ~NEY `PJ,~ N.50 ~OCA1En ON ~ACN STOpY INCLUnING (~AS~MEN1' Mln C~~~~~5 RESIDENCE
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~U1TOM ~.AI~ 0~ P~ ~,LUt~G' D~1~CT0~ SN~,~ : FE~T NO~IZ(~N1A1,~Y ~~OM fN~ C~I~1NG5 N1GN~51 POINT IN ~OOMS INI1N ~,Op~n C~I~INGS
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~0 p5F ~IV~ ~ON? &'~0 P51 C~N7 ~OAn IN Ll''JWG A~~AS CO~E NCJM~PJnM~NtS. TMESE DRAWING3 HAV : DRAWING3 HAVE
~ p BEEN REVIEWED FOR A'~ ~0 p5F ~I'v~ ~OfV~ & 0 51 n~An LDAn IN SL~~pING A~AS i2~ ~OOp A~ln ~00~ ~U55~5 SI~V.~ nE51(aN~p IN ACCO~nANC~ INI~N P~p~OV~p ~NGINEE~ING P~RC11C~5 PE~ SHALL COMPLY WITH TI ~EVIEWED FOR ANb
2000 p5~ 501~ f~EP~ING,15 A55UM~n IF 501~ ~~A~1NG 15 NOT KNOUVN ~CO 80210 5rI0W Al~ 1~U55 CAfA RN~ LAYO~f SN~~15 AT F~AMING~ INSp~C~ION. 2006 EDITION OF THE COMPLY WITH T~-IE PLAN No: EDITION OF THE
: ~09 ~ I~ FACT(7~Y-f5ul~( FI~.~P~AC~S/ 5t0V~5 S~AI~ COMp~Y INI~N U511NG5 AhJb Sp~CIFICA110N5 OF MANUFAC~U~E~ RESIDENTSAL CODE OF C ITSAL CODE OF OHIO
Op~MNGS 5~p~~P,11NG G~,~~~ A~~ln ~'E51n~~1C~ SI~NJ,~ f~E S~p~~~A1~~ INI1'rl 20 MINU~ ~A1~n FI~~ p00~5 A~~ AP~n/ 0~ ~ 1A~51 AnnI~ION OF NFpA 211 p~~ O~C 1~08 i AS AMENDED lS AMENDED
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0-MIN rlrF FJ'11N~, OK' f~F A METAL INSULP,1~n n00p ~ 2 , I~ AlL VApO~ ~Ap~l~~, t0 MUF A MAKIMUM pFPM INM 0F I O MFN 1F5Tb IN ACCOPDANC~ WI1N ASTM F96 z~ ~ ~
~ ~~7 2 5 FOAM pLAS~I- ~ ~IPJ.~ 9 5Fp~~A~P ~ROMfNF INTEPIOp 0~ fNF ~UILPING GYA MINIMUM I/ 211 nFYVVN,~ nl1FrY ~~IOM~ f0 p~OvIDF A~.AnON MI~IGA~ION 5Y51FM PE~ CI1Y 0F nU~L1N ~OnE AMFNMFN15 1N51A1IF12 GY MFCW~NICN. MFANS DATE PRINTED. JOB No: SHEET No:
5,409.1
CPAIM, SpACF VFN11LATION SWU GF PWVInEn GY WNANICIV. VFMA110N ATR FATE 0F I 0 CFM r0~ FACN
~0 SOf lAFF rFFT. 1
SEE BI.OCKINC~ DETAIL 2 SEE BLOGKING DETAII. I
5EE BLOCKING DEfAIL 4
FOR J0181~8 PARALLEL (FOR J01575 PARALLEL (FOR J015t5 PARALLEL t TO WALI.) TO WALL) Ta WALL)
~ 2Kb SILL PLATE W/ 51LL SEAL 2~8 51LL PLATE W/ SILL SEAL 2x6 51LI. PLATE W/ SILL SEAI. ANCNOR TO WALL W/ 1/2u ~ .
, ANCNOR TO WALL W/ I/2~ ~ ANGNOR TO WALL W/ I/2 m ANCNOR BOLtS @ 6'-0' OC
. ANCNOR BOLtS ~ 6'-0" OC ANCNOR BOLTS ~ 6'-0" OG, ` I ' OR EQUAL. pR EQUAL.
OR EQUAL. N ~
z A' x 8" CONCRETE STEM. O Z O
~Q, - - a n ' ~ (n (%7
A x 2A CONC STEM W/ #4 BAlZS > ~
@ 2q' OC (5EE 5TEf1 REINF x 6 I/Q' BAR ~ 6 IlA" ~ BAR . #b ~ A8" OC WNEN TNE W Q ~ ~ W cy-
D~'fAIL 3 ~ 48u OC 0 0 BAR ~ ° UNBALANCED FILL EXCEEDS 6'-8". ~ #6 @ , T P F 'r
= FLUSN W/ TOP OF WALL. o : TOP OF BAR FLUSN ~ 61/4" BAR ` o ~ o r ~ ~ = ' I ~ 8 NOPIINAL W/ TOP OF WALL. ~ 8 NOM NAl ~ . ~ m
, _ „ o ~ POURED CONC o pOURED CONC m
o , 8 NOP1INAL , , ~
6~ P O U R E D C O N C ~ 'e 2 l i 1 ~ -#q BARS NORIZONTAL - . 2-# q B A R S N O R I Z O N T A L - q . 2-# A B A R S N O R I Z O N T A L - Q ~ w F--
-.i ~ i M i ~ i o i n w ' '-6+ 4 I@ 6~-0~ I- - LOCATE I@ I-6 4 I@ 6-0 ~ LOCATE I@ I-6 4 I@ b-0 ~ ~ ~ LOCATE I@ I a WATERAROOFING ; Z WATERPROOFING Z WATERPR . F NG BELOW TOP OF WALL. o a
BELOW TOP OF WALI.. Q g 5 E~1 APPLIED BELOW TOP OF WALL. Q SYSTEf1 APPLIED : Q SYST~M APPIIED ~ Y T ~ ~ . 0
~ PER MFG'S SPECS a PER MFG'9 SPECS ~ PER MFG 5 SPECS
z : o 4 z J , ~ . ~ Z 0 z
4
EL T1EMBRANE FEI.T ~1Eh1BRANE CONC. 5LA8 ON z FELT MEMBRANE SLp,g pN F T CONC. SLAB ON
_ ' EL ILL 3' MIN. GRAVEL FILL (3" MIN.) GRAVEL FILL (3' MIN,) ~ . GRAV F ( ) p N` IS MIN. 18 MIN, 18 M N,
FELT FLASNINU FELT FLASNING FELT FLA~IING GRAVEL GRAVFi. GRAVEl. ~
BACKFIl.L BACKFILI. BACKFILL ~ . ~ ,
.a . •a • o ~
. .v t ~ ~ . , • . (A ~ . ~ . ~ x
~ b.' ~ ' G'' ' • w ~ ~
+ 8'' x 16' CONC, FTG 3" PERF. DRAIN TIL~ NARD 3~' E F, pRAIN a a z ~ ~ rI-) z a3
8 x 16 CONC, FTG 3" PERF. DRAIN 3 PERF, DRAIN ' p R U PIPE TNRU FOOTING ~ SUh1P. v~
3" PERF. DRAIN TILE NARD , 3' AERF. DRAIN TIlE ~IARD . ~ ~ I IN ~ SUMP PIPE TNRU FOOTING ~ SUMP. 6 x ~b CONC. FTG P PE TNRU FOOT G
~ ~ o ' I/2" = I'-0" ~ uz = i-o ~ a
~
hese Concrete Foundation Wall drawi s have been e ed DRK Consult Inc. DRKC for the sole use oF DuFfy Homes. These drewings t ~t1C. T n9 p~' pQ?" ~Y n9, ~ ) DRK Consuit n , . 9 t;
shall not be duplicated or altered without the written cons~nt oF DRKC a~d are r~ot valid w~thout the red Duffy Nomes Ce~tified For Construc on 208o Cleybom I~ stan e5ent,
Columbus, Oli 43235 P I~ 614.799,9196 ~ iqq8 DRK Consulting, Int. ~
O
o ° 2XI0 BLOCKING ~ 16" OC F= V) ~
2xi0 BLOCKING ~ I6 OC. 2XI0 BLOCKING ~ I6 OC . CERTIFIED COI~Y , r~s ~ gd ~p~~g GLUE ~ NAiI (Sd COMMONS GLUE 4 NA L(8d COP1 GLUE ~ NA L ( 3 < a Z
n THIS REINFOR,CED FOUNDATION @ q" OC) TO FLOORINU @ A" OC) TO FLOORING ~ a OC) TO FLOORING WALL IS A G~YERA_i. STAND B. I
T, AR T IS (ONE BAY ONLY). (ONE BAY ONLY), (ONE BAY ONLY). NOT SPEC~~ IC T~ A14~~ PA~ ~'~CUd. ~ ~
SITE. Lr~1~ ::1~ ~'~~1~ ~`'~,.A~.~C~=~::~, Fm~t 0 N J L1.. Q
EFER,~i~~:;~ O~S,~;.'t' !il~~ ~S ~~=:.'r:.,~~ ONL~`I , ,,1 W
N' ALI,, Cdr1DiTI~~3 AR~: ~1~~'. ANI~ ~ UTH4RI'LED BY S GNAmU1tE B~LOW,
. ~ Z
DA~'E AU'~'~t4117,~"TI~?N U °
M w Z ~ ` O n o
~ 2~b 51LL PLAtE W! 51LL 2~6 51LL PLATE W/ 51LL •
2z6 SILL PLA7E W/ SILL 5 A N 0 WALL 2x8 SILL PLATE W/ 51LL SEAL, ANCNOR TD WALL a. EAI. NC OR T •
SEAI. ANCNOR TO WALL n ° SEAL ANCNOR 70 WALL o WI I/2" ~ ANCNOR p W/ 1/2 ~ ANCNOR 0 °zQ
~ u W/ I/2° m ANCNOR ~ W/ 1/2 ~ ANCNOR ~ 80LTS @ 6-0 OC. I I I I I'. a B O L T S ~ 6 0 O C, O R E O U A L. I I_ I _ I ~ a
B o~ T S ~ 6- 4 o C, I i I i ~ = I ~ I...~ B o T S ~ b 0 o c,
O R E o U A L, I- 1- 1 I I I I i~ O R E Q U A l.. I I I I q" x 8° C O N C S T E M ~ I ( I-
. ~II I.~ + + q'' x 4° CONC 57EM, - ~ _ PI PRELIMINARY C7
A x 2A CONC STEM. ~ a~ 8 NOMINAL REINFORCE W/ #q BARS REINFORCE W/ #~4 BARS pOURED CONC BI a. BIDDING 0
~ ~ - " ~ ' OC OP . < q2 LONG @ 2A OC. T~ -III II I~~ A2 LONG 2~4 . T ~I CONSTRUCTION EM
i 1=1 I I-1 I I-1 OF BARS 70 BE FLUSN - I==1 QF BARS TO BE FLUSN 6 ~~a~ I I I , q
I1=11 I~•~ WITN tOP OF WALL. I I1= I I WI1'N TOP OF WALL. ~
~ a.. ~I~..:. . =111=1 ~ 111=111 . ~ 8" NoMiNAL ~~a~@~@8099bOB9B~BAGdB~s~J po 0 F
.a 4..a e ~ N P~1RED CONC
. 6 V4 ~ BAR ~ 8" NOf11NAL b Il4 ~ 8AR DALE
61/A" BAR ~ ~ POURED CONC a R. - I:lNSLEY -
F---54989
8' NOMINAI. POURED G~JG ,-c+'• p ~
II ~t,; ~~k, C/ST
I~~~~ ?
~ 3/A" = I'-4" 3/4" = 1'-0" 3/A° = I'-0~ 3/A I d
P PLAN No:
NOTE: SEE SNE~t F-3 FOR GENERAI N07E5,
CWali13_1
These Caicrete Foundation Wall drau~ings have been prepared by DRK Consultng, inc,(DRKC) fa the sole use of DufFy Nomes. These drawings DRK Consultin , Inc. ~ t~«, JOB No: SHEET No:
shaU not be duplicated a aitered w~tl~wut the written con~ent oF DRKC cnd are rat valid without the red Duffy Nomes Certified Fa Construc 2oeo c~ay~om cc stan esent.
Columbus, OH 43235 P 814.799,9196 ~ 1998 DRK Consulting, Inc. 98-1042 F-1
SEE BLOCKING DETAIL 5 ~
(FOR JOISTS PARALLEL
70 WAII) 51MILAR TO BLOCKING DETAII
IO ON SNEET F-I (FOR J015T5
. PARALLEL TO WALL)
2~8 SILL PLATE W/ 51LI.
SEAL ANCNOR 70 ~a' 2X6 SILL PLATE W1
WA WI II ' SILL SEAL, ANCNOR L~ 2 m TO WALL W/ I/2°
~ , ANCNOR B4LT5 ~ ~ 6'-0" OC OR EQUAL. ANCNOR 80LT9 6i Z
i o ' 2xb STUD5 : ~ 6-0 OC. OR EQUAL. ' O
~ ~ : ~ ~16"OC ~ ~ • N >
" 4" x I6" CONC STEM. 4 w
8" NOMINAL ~ 2xb 51LL PLATE W/ ~
r 51LL SEAL ANCNOR ~ POURED CONC WATERPROOFING TO WAL b NOMINAl: CONC STEM ~
. #6 ~ A8 OC. TOP OF BAR FLUSN ~ W~ WNEN NEI NT E7(CEE " ~ t~ SYSTEM APPLIED ~~2o m ANCFNOR WATERPROOFING G DS 2A . 0 o W/ TOP OF WALL, o PER h1FG'S 5PEC5 ~ o a= 5Y5TEM APPLIED m
~ ! BOLTS @ 6 -0 OC ! ~ °D PE M '
~ ~ , _ ~ ~ E R FG S 5PEC5 z b Ilq f~ BAR 2-#A HARS NORIzONTAL R QUAL. ~.s : - , „ p ~ + 2=#q BARS NORIZONTAL w
~ LOCATEI@I-6 tl~b 0 a O ~ 4 t- I A~~ LOCATEI@I'-6'#I@6'-4" Q
~ BELOW TOP OF WALL. : q II BELOW TOP OF WAII, ~ ~ 4" x 8' COPJC STEM u o - - - - - - - 0
" ~ ~ ~ Z ' ~.r " 10~ NOMINA!
~ • 8n NOP1INAL ~ ' . . FELT ~ POURED CONC ~ POURED GONC 0
' q _ FEL7 o FELT ~ ; ~ MEMBRANE w MEMBRANE GONC Z°L • CONC, SLAB ON z
CONC. 5LA8 ON . SLAB ON ~ u. MEf16 NE Z ~ ~ ~ ' 'a. M
„ ~ GRAVEI. FILL (3' ~11N,) _ ; GRAVEL FILL • ~ , ~ GRAVEL FILL (3 ~11N.) 18 MIN ~ - ~ ~ ~ .
~ FEL ASNIN ~ 18 MIN. (3 MIN,) 18" MIN. GRAVEL r F!. G m CRAyEL c, to
° ~ FELT FLASNING GRAVEL : ,.i.a . FEL1' FLASNING BACKFILL ~ BACKfILL ~ BACKF?I.I.
. • o ~
. • ~a • ° ' ~ 'a ~ ' a • ^ ~ • ,
S m .i~'. • ' " ~ ~ . II I ~L Y
3 P'ERF. DRAIN - 3" PERF. DRAIN 3~~ ~ u Q Z 0
PERF. DRA N 3 PERF. DRAIN 71LE NARD PIPE TNRU n NOTE: WNEN BRICK i5 OMITTED , ~
3 PERF. DRAIN TILE NARD n ~ ~ 3' PERF. DRAIN TILE I~ARD FOOTING P SUMP PIPE TNRU 00 IN PROVIDE 8 NOMINA! WAL! TO S Cn C] ~ c.~ U c~o 43
F T G@ SUMP PIPE 7NRU F0071NG @ SUMP NOTE: WNEN BRIGK IS OMITTED, 8" x 16" CONC. FTU ~ ABOVE GRADE, PLACE 2~c6 WAIL ~
8 x Ib CONC. FTG FRAMING/~IEATNIN FLUSN WI 8" z 18~ CONC. FTG PROVIDF S NOMINAL WALL FUIL G TN
EX7ERIOR FACE OF COI~C. WAL N~ICN7, U~R7ICAL REINFORCINC, IS NOT REQUIRED. 51MILA 0
RT SECTION A ON SNT F-I,
~~2~ (~2M = ~~-0~ d_ I 1 - ~ -0
~
DRK Consu~tin ~I1C. 7hese Concrete Foundation Wall drawings have been prepared by DRK Consultn Inc. DRKC Fa the sole use D g~ 9, ~ ) of uFfy Nomes. These drawings shatl 3
2oeoc~eybomt,t, i0~ ~ duplicated or aitered without the written consent oF DRKC md cre rrot valid w~thout the red DuFfy Nomes Certified for Construction stcm Coh,mbus OH 43235 ~esent, p , z .
614.799.9196 ~ 1~18 DRK Consuiting, Int. F= N
• ~ o Z~
2xio B~aKiNG ~o vz° ~oNG ~ i6° a, ' CERTIFIED COPY Z Ad
GLUE 4 NAIL (8d COMMONS @ qa OC) THIS REINFORCED
TO FLOORIN FOUNDATION G, DOUBLE fIRST INT~RIOR WALL I~ A G~NERAL STAN~AR~, IT ~ W J Q F-
NOT SFECI~t'XC ~,?sr ~ .z I.. FLOOR J015T. ~ A ~ .~'x~tJLAR ~ W 0
~ SITE. L;:,~ ~~~~v .~~~:#..=~~4'kr,;c, 1~~R . R~FF1R~id;: ~ E~fi~?~`Y ~~~i~
IF ALL C('1:1T a- „ r,.~ ~''iV~`~ ~Ti.(~P~Zs A~k~.. ?t.r.~'. ~?h~ ~ O
AUTHORIL~r~ BY ~IGNA '~R~ :~~~,~~y. Z ~
~ ~ O v 0
DA'!'~; f4~T"' ~ ~t,T7.~`~~~?°~ ~ i! ,r .~,n. U U ~ ~ I- • Q
2z8 5111. PIATE W/ all,1. SEAI., a
ANCNOR TO WALL W/ I/2" ~ ~ ~ 0) W Q
ANCNOR BOLTS @ 6'-~' OC MAX
. ~ ° OR EQUAL. F PRELIMINARY 0
. d
E a r BIDDING ~
- I- - ' L I- - - ' d U t I I) n I - - CONSTRUCTION ~
- - .4 x I6 CONC STEP1. = Q.' ~
~ a,.. 6~0e6a~~oa~~ueae0 oF
~ ` ..a. . .Hio'%~'''''.
~ , . DALE
- 8' NOP1INAI. KINSLEY -
6 Ilq' BAR ~ POURED CONC ~ F-54989 _
S 7
RL '"u~troiii t~it?tic~~~~
F PLAN No: ~
3/A° = I~-0°
CWall13_2
.,r
DRK Consultin ~nC. These Concrete Foundation Wa11 drawing~ have been prepared by DRK Consul Inc, DRKC fa the sole u~e ~ JOB No: SNEETNo:
M g, ~9, ~ ) of DuFfy Nomes, These drawings shall 2oeoasybomc~ not be duplicohed a altered without the written consent oF DRKC md ae not valid without the red Du£f Nanes Certified for Ca~struclion stcm
esent, ~ p Colwnb~ OH 43235 Pr 98-1042 F--2.
G~ A 7nO0AOQ (A IdQA f1Dl~ r~v,e~,11 ~nn In.~
SEE BLOCKING DETAII.
~6 (FO(~ J015T5 PARALLEL ?0 WALL)
~fhese Concrete Foundatia~ Wall drewings have been prepared by DRK Consultng, Inc.(DRKC) for the sole use of Duffy Nomes, The~e drew~g5 DRK Consult~n Inc. ~ g~ 2~ Q~~ shatl not be duplicated or altered without the written ca~sent of DRKC md are not valid without the red DuFfy Nanes Certified for Construction
~ 35 stamp present. Columbus, 432
814.799,9198 ~ I~S DRK Consuiting, InC.
2~6 51LL PLA7E W/ 51LL SEAL,
ANCNOR 1'0 WALI. W/ i/2" m
ANCNOR 90LT5 ~ 6'-0° OC OR EQUAL.
2x6 51LL PLATE W/ 51LL SEAL. 0
ANCNOR TO YJALI. W/ 1/2~ ~ o ~ u I I I . 4 CONC S?EM z 0
ANCNOR BOLTS @ 6 -0 OC. V)
OR EQUAI.. ' 5;
' S I n a . I I 2~6 TUDS ~ 6 8'' NOMINAL ~ 2z6 5 LL PLAYE W/ 5 LL SEAL. ~
' ~ POURED CONC ~6 ~ q8~ OC. 74P OF BAR ANCNOR 70 WALL W/ I/2 ~ ,
ANCNO BOLTS ~ 6'-0~ OC 2z6 STUDS @ ib OC ~ a FLUSN W/ TOP OF WAf.L. R co
OR FQUAL. IC ENEE o ~ u ~ FELT FLASNING BR K V R FELT FlASNING , 6 IlA C~ BAR ~
I" RIGID INSULATION I" RI61D INSULATION ~ ~ „ ~ 2-#q BARS NORIZONTAL -
u „ PROJEC7 2.4 UNDER 8' CONC S EM PROJEC7 2A UNDER Q LOCATE I@ I'-6' d I@ 6'-0'
A x 8 CONC STEM SI.AB ALT LOCATION x T ~ SLAB (ALT LOCATION) ~ WATERPROOFING ~ ) . ~ , BELOW TOP OF WALL.
. ~ z 5Y5TEM APPLIED . PER MFG'S SPECS : `
~
~ - I I : ~ z
' ~ ~ ~ FELT FLASNING ~ 3' PERF. DRAIN 3 PERF. DRAIN CONC. SLAB ON
z ~ ~ z • GRAVEI. FlLL 3' MIN, - , I RIGID INSULATION ' ~ ) E E 18 f11N.
= ~ 8' NOf11NAL 'o ~ r GRAVEL FELT FLASNING
~ U ED CONC ' BACKF?Ll ~ , . . PO R m LLI)
i d
a a ' I• Q ~ ~ . ~ I RIGID INSULATION •
" ' a ~p • i . i~ a Nor~iw~~ :
o ~ POUREq CONC „ LLJ
8° x I6" CONC. FTG S x 16 CONC. FTG 3° PERF. DRAIN 711E NARD 3' PERF. DRAIN < c) w m
PIPE TNRU FOOTING @ SUMP L (j) ux
N07E. PROVIO~ #q x 2q° IONG BAR A5 REQUIRED 8" z I6~ CONC. F1'G
fOR SLAB SUpPORT.
I/2o = ~~_0° 1/2" = I'-0' I/2" = I'-Ou
- ERTIFIED COPY
7hese Concrete Foundation Wall drawings have been prepared 6y DRK Consultng, Inc.(DRKC) THIS REINFORCED FOUNDAT DRK Consultin , Inc. ION 9 0 V)
2~q~y~„~ fa the sole use of Duffy Nomes. 'fhese drawhgs shall not be duplicated or altered without ihe WALL IS A G~NERAl, STANDAR,D. IT IS Columbus,OH 43235 written con~ent oF DRKC md are not valid without the red Dufty Nomes CertiFied For NOT SPECA~IC TC~ A.~1~! F,~~'~'gCULAR LLJ F-
614J98,9196 C,OP15tfUC~.1011 SLp11 esent. 0 1~i8 DRK Consultin Inc. SITE. U~~ ~'~~I~ ~~,AW?i4y~ ~S ~O~R p p~ 9, REFER~ir~~;~~ ~ 0 z
~N~Y ~ti `~t~.t..~l.~ OI~TLY • IF ALL CUNDITIO~iS AR~; MET. AND z
AUTIiORIZEn BY SIGNATU~tE BELOW. D 0 V)
L-I . , tA-
DA'~E AU'~T~O TZA'TION L.Li LLJ
STRUCTURAL NOT~S F- io .
w vi z
, o GENERAI. This desig~ is limited to two story resid~tial construction with loads 2x10 BLOCKIN~G @ 16 OC. distributed on foundation u~alls. Concentrated loads may reqyire 0 F-
. 51LL P1ATE WITN SEAL Z GLUE ~ NAiL (Sd COMMON9 o , ~ pilasters a additional reinFacing. z 0 c) LtJ
SEAI. SEE SEC?IONS FOR @ A OC) TO Fl00RING REQUtRED SIZE. PROVIDE ~ ~ Z pNE gqY pNlLY , com essive stre th oF I 500 V)
~ _ ( ) M a s o n r y s h a l l h a v e a m i n~ n u m 2 S- d a y p r n g , 9/ 1 6 m N O L E F O R E pSl as determine d b y t h e uni t s t ren g t h m e t h o d.
ANCNOR, ~ F- a
~ Nominal D'~nensiony shall be a~ foliows: C:) U- z
6" Nominal - 5 518"
, I/2' ~ ANCNOR 80LT W/ z S" Naninai - 1 5/8° u ~ 2x6 914L ALAT'E W/ SIIL SEAL, IOu Nommal - 9-5/8'
A MINIMUM OF 7 OF EP16EDMEN7. a ANCNOR TO Wd~LL W/ (/2" , , ~ PRELIMINARY
BOLT SPACING SNALL NOT EXCEED i„ ~ r, „ ,i ,i N ANCNOR BOLTS @ b-0 OC F0011NGS 16 x S m~nimum for 8 u~alis md 18 z 8 fa 10 u~alls, 6-0 OC AND SNALL N07 BE MORE 4. OR EQUAL. cast-in- lace concrete or as shown on the lms, Concrete shail have ~ BIDDING
7NAN 12' FROM CORNERS. PROVIDE ~ p p CONSTRUCTION M
a minimum 28-day comp~essive strength of 2,500 P51,. STANDARD WASNERS A7 ALL A CONC STEf1
CONNECTIONS. „ CONCRETE Ca~rete constructian and mat.erials shall canfa'm t4 all re,qyirements of
a~ 8 NOMINAL ACI 318 °Building Code Re irements for ReinForced Ca~crete". OF o#),
POURED CONG ~ .p . 70
N Concrete shall have a min'~rnum ?8-day compressive strength of 3,500 PSI 6 IlA C~ BAR OALE
For all waiis, KINSLEY
2r 5TD RE-BAR Reinforci steel shaii conform to ASTM A615 Grade b4. n9 , E-54989
lap ~4 horizontal bcrs 2A inches,
~ BAqCFILI. Provide 18 inches oF u,ashed gravel (OllOT No. 51) abave the footing for the
a_ ~ ~ I/2~ = I'-0~ width of the accwatian. 1 - I -0
Backfill IS inches above ihe footing to finished grade may be my native soil PLAN'No:
which is free oF debris, organic topsoil, raks over 6 inches in size, high
moisture content or high content af stiff, highly plc~tk clays. CWo Ill 33
Foundatian wails 51~ALI. be properly braced prior to performing the backfiliing
~ operation. ~ ,
JOB No: SHEET No:
98-1042 F-3
~
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I I Z 0 z
~ ~ 7 1/2" COAX lAL Z ~ J , ~ ~ w z w
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6'~' ~ BLOCKING A5 2x6 BLOCKING I I = ~
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_ _ R~QUIRED ~ Q ~
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OUtLW~ OF i ~ EXtEKIOR ~ i i~ - 4 3l4" 5t U D WALL ~ g x ~ x ~
FIREPLACE
BEYOND tILE ~ ~ ' ~ i i ~ ~ 0~ MARBL~ ~ ~
i L~NNOX MPD-4035 ~ ~ ~
` tILE 0~ METAL FIREPl.ACE i~ w ~ i L~NNOX ~ z _ MAR~I.E i Bx8 tILE -4035 Q J z o ~ Y ~
~ TH „ MpD ~ a~ HEAR 5 7 112 ~ OR MAR~I~ ~ ~ o C~ CL J~ 2 Qrr f~= CJ~ ~ ~ C~• U ium a~
i , „ , „ MEtA
~ WOOD ON UNDEK- 2-0 1-~' i - ~IREPLACE ~AS~ BOARD ~,y5~ LAYM~NT ( INIMUM)
~ K CODE . i PE
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3/4" T&6 SUBFL~OK ~ ~ u r n ` I
6" 81/4' 3-3 81 / 6 i
2 1l4" 6~_~ 2 1l4°
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L~NNOX MPD-4035 2x4 51f UD WALL ~-MEtAI F IREPI.ACE
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1 " " ULDING ~ 3/4 x 1 11~ MO FI.UE/YENt ~ tro~ A~n 5i~~5~ PREL
1 BC 125 ~Xt~KIOK ~IN16H PRELIMINARY ~
1 q.~-8 ° (MIN. ) BIDDI BIDDING
„ q.1/2~~ 1J2 SHEATNIN6 ACTUAL SCALE 1 41/2 3 ~~q. , 3 q. C4NS 3 41/2 CONSTRUCTION
LENNNOX M~D-4035
~ ~ MEtAL F IREPLACE
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WENtWOKTH MAKBLE T~~ I 8x8 TILE OR MAR6l E
WOOD MANTL~
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RESIDENCE
NGT~ NOi~ NGT~:
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~ ' ' ~ . uA~iPu'aE G'0~ ~ ~ MA~~~,~. . . - ~ r , ~ H~iNC~~.A~~ T~ ~~NS~.~.~~r~
. S~UCLO ~ , • , . ~ ~ ~ ~ . ` ~ ~ ~ BALLAHTRAE . . , . . - . ' ~ ~ 10 M~~1 f'~QUII'~~~C ~5 0
s • ~ ' ~ i' A 5~1CCv . . ~IF, (.~UOIPJ~S • ~ . . . . p; . ~ 8 = _ ~ . . . , ..x _ - N ~ F
. ~ ~ • . ' . . 1" ~S \ . . - • , . ' . . - . ~ ' ' LOt #71
, . ; ' . . . . . . ~ , . i~ :.i~~ . ~ ~ . . . . Tu ~ , • , . , c~ CAS~ StONE [~U.1.N05~ .
. , . . . A ~ ~ . • _ WA~~1A~L~ SI~~ CA~ . . A ' . ? ~ ~ C~ ? ' . ~ . . ~AsT sror,~ ~~~r~os~ THE ~ ~ WA~E~1A[31.E 5111 C~1'
A ~ ; . ~ ~ . ~ . . ~ ~ f 'G'~~55 510N~ - ~ ~ WEIS S
5151 ubJE f U l NOSV' . . „ ; , . . . . : . . . . . , . , . . . , . ~ ' , WA~1 C k'1 A(31 ~ Sll.~ CA'? : . . ~ : • . . CU.1U~,~G STON~ . • , . ; ' : ~ ? ? ? ~ ~ ; ~ ~~,~~~~r s~o~,,~ RESIDENCE ~ ~ P~G F-~-
. : , . . . , . . . ~ ISfFI~ 0' ~ . . : . , • WA~ ~TAi - , - - - - - - . . . . . . . . . . . - - n ~n - - - - - - ~ - ~ ! . .
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. . , , : . . - - - 1,0, ~NG'N_ . . . , -
_ - . - - ~ - = a~ - c;U~TUk'~G' STOP!E - _ - - - - - ~ d as ~ ite rahi ted, B A L L I N A S ~
iNP,1~~'1A~~l.E _ _ _ - _ - -
~ I I P~AN No:
I ~ ~ I ~ +5.0°
I _ ;+5, --IXB~'IM~ ky-~~ ~,+~~.n
I _ - - - - - - - - - - - T ~ ~ -----r----------- - i I
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JOB No; SHEET No:
I ~55MT,
I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------------T0~1G_ ~ 90'_01_ n o----------- ---F-~ c--- 6
~ - - - - - - - - T,v^, FTG.
- OFN'~KliLN'OrF NOTF:
lA'Sr~LL 4a16 FAV 5 '?Fl\'7-5 Tnf 6PADf AINAY ffOM 7-i1 f FLl J~OOT fn'S TO M/~IN TAIN 48" O.C. thK0UGh0Ur POU~'DATIO~~ INALLS PALLS P MIP.'. 0/~ P Ml/\~'. Df TPI10P-XD" ALLEY ELEVATION
G" Itil~til~' r~1F FlKSt 10'-0" 11411, il,oll
STREET ELEVATION.
114 1- l'-O ii
~ ~0 ~OO~ING~ ~C~1 -
A5~NA1,I~INGL~S ~ I;-~~
INSU~A110N ~,~j ^s~~ 1NICK~IFS
1;' I6" G00~ S~~AmIIJ~~
K00~ MhIN K00~ 2~e 0'J~~~D,YF~P,MING ~ ~
M~iPJ, Gplp ECC~ - ~
I~V~NTS ONLY 60% 1PJT~1K~ - 40% ~Xl~~UST 1';~~~~;~~D ~C,~ ~00~5 Wi~IDGL 8 50~~ ~,..~.~;.~,.w,.: GpG, N~"~ o ~ ~
~ - UII~ ~D 18' -2" ~ ~ I~ suf~~ASC'~A o
~ 0~ K1DG~ L1N ~T 0~ 1~ ID6~ V~NT 1'~0 G / T~~0,~1 R1D6~ l44 5Q IN/18 50 IN NCT ~R~E h - ~T1"IG 50 ~t I 5~ /1~0 5~ 0~ ~TTIG ~~'~1G~ 40 V~N , KIDGC V~Nr ~ ~J~t h1~C~ (MIN~ ~ I~ ~ASCIA I~0'~~ QUOIN510[~ I -6" ~
I W/18 501N 0 SYIIN6L~ V~~Jt !1 32 LIN ~t (171N~ C01~1,WI~~ SCI~~N IN J~4~ICAL G'IP.~C1IO~d,
l~~2 50 ~T ~ 813 5Q ~t 3925 50 ~T. 2~6~ 2 51 IN5U~A110N W/ 'J,B, 5TA~1 ~AYOI~ ~pOM T01' 0~ ~
~0~ 4x16 SG~~IT V~NtS K~OUI~~D I/ 2" ~X1, 5N~A1N~~1vG ~IM~STONE CN'. Z~i ~i
- ~ ' Tt1G 51'~1G~ 60% V~NT ~~0~'~ 50~~1~ ~ 199 50 IPJ,/18 50 IN N~T ~1~ /~K~~ 0~ l~ ID6~ 5G~~1~ VC~Jt ~TTIG 50 ~T 15~ /150 0~ r~ ~ r~,~~~1(i^11N~ W/28 5Q IN 0~ N~T ~1~ ~ 51UCC0 ~HAM~~p ~G'G~ I! c ~ ~C
~x16 50~~(~VCNtS 31 V~NTS (MIN~ ~ G5° 1YP ,~~1. 51C'~5 M~rRI J-~~ASN~NG ~ ~ ~
14~2 50 ~T ~ 813 50 ~T 5 888 5Q ~T 89~ 8 5! STIX„CC ~ l3 ~
A57NA~f SNINClES ' ~X1. SNEA^~IIJG ~ ~ ~
1'OG~ G~1K~1G~,L~1U'N~,~Y, ~1PJD DINC'TTL ~i i~~~ poo~ s~~ar~iNU ~u~~sror,~ ~a~
0 ME1AI. S~Ep ~LA`INu
1D6~ ~ SG~~I~V~PJTS OPJLY 60% INThK~ - 40/ ~X11~U5T 1'1: ~~~r~~D ~0;~ ~00~5 W/1'
~ ~ ~
o 1~~ 5Q, IPJ/18 5Q IN N~T ~R~~ r~~~~ 0~ ~ID6~ lIN ~r 0~ ~'ID6~ V~NT ~'~OUII'~D ~ID6~ V~IJT ~1TTIG 5Q ~T 15~ /150 5~ C~ FltTIG S~hG~ ~0% V~NT ~~OM ~l(~G ~ RMER SE~TIOH a QUOIHS DETAII o
N~T ~K~~ (MIN~ , /18 50 IN 0~ „ ~ ~ W , - I I -0 5111rJG-L~ VCPJT ll 18 LIN ~T~ (l`11N) ~ I l/ 2" - I'-0~~ ~ w
269 6 51 4 50 ~T 5 60~ 5Q ~T 22~3 50 ~T 81 Q ~ ~
ASPkA~15NING~~S 100'-0" ,
- ~ 50. IN, N~t fi1~ 0~,~1DG~ #0~ ~tx16 5G~~1T V~NTS K~QUII~ ~D - TIG 5f ~G~ 60% VCNT ~1~ 0,~150~~IT 144 5Q IN./18 G 5Q ~T. I 5~ /150 5~ G~ ~1T , 50~~IT VCPJT r1TTl ~ ~1~'~fl (MIN> W/28 50~ IN, 0~ N~T ~~~r~. r~p~~ ~r~~~~ I~ETAI Cpl~ ~G'GE ~ ~0 ~OOFING ~~L1 ~ ' S~1C(",C Q ~ ~
~x16 50~~I~V~NtS 18 V~NTS (MI~J~ 1/ 16" ~OOF 51~RfN'dJG ~ ~Xt, 5~1~A1NI~d~ ~ _
89 ( 5Q ~T 5 60~ 5Q ~T 3364 5Q. ~T 48~ 4 51 ~ r~ir~ - ~ f~IM
3/ h PLYlN00C' ~.~'G N
CAST 510h1~ SII.~ Z ~
~'J~~~P,Y FGANdNG
I/ 2" EX1 SNEA~rING
STUCCO
CIL~U~FC' S10PJ~ ~ O O
~ a ~ N ~
N
3 I/ 2" N O N
~
J ~ ~ ~
ER RAKE DETAL e CAST STOHE SILL DETAIL c Q z o~~ ~ oz,,. )RM
IU2"=~~-~~~ ; 'j I 1/2" - ~~-0,~ 1 ~ U~ U ~o a~ ~
WI~~~/OW SCN~nU~~
U . U. ~ ~ ~ MANU~AC~U~~p; SUMMII / ~000 5~~1~5 ~ ~ -e~~ ~ ~i O . " ~
' NO~~ ~ M~Et O~~B~ SEC~ION 1010,~ ~G~55 MR~K UNI1 ~OUGN O~CNING N o-~
~EL~UI~~MC.NT551LLN~IGN1201/ ~a"/ ~ ,r 6 ° ~ _o p ~ R 9553312 3s" x12" ~
30,~5"W;?0~~~.8,12~~W,~~~~ A:'s ~-155'~?1~ d~l/~~~K~~~~ " 6,01 ANG' 6,99 5,~, OpCNING > ~,75" ~ ~ - `
'~-155~~y~ ;,~~Xy~~~ s ~ ~ ~ ~ j ~ e "
C 755'~4~9 X ~9" ~ ~ ~ ° ~ ~ ~ ° _ , ~ ~
~ ~55'%~e~5 ~4~~ K~,y~~ O = ~ ~ ~ ~ ~ ~ o -
S~UCCO ~ ~C 955.42~ X ~h 5/ 8° ' ° _ w J ? ~ E- 3:3"-s~~+~~~ J ' s s ~ e _
G ~55~~~0 ~~"~50 5/ ; 2 ~ ~ _ ~ ~ ~ ~ =o-~~~~~~ I 155~~AA ~2"~~Y/+ 5; 8" o~' ; 6~ a m~ E ' p
a L 15S'~~e~5 ~8" X ey~~ _ ~ ~ ~
~ E Z y~ s o N~ N 155'~0~8 30" K~B~~ = E r~ ~ ~ ° ~ ~ ~ ~ ~ ~ ~
p00~ SNINGL~S p~ - 755~0~~ 60 U~,~ X 5~" ~
~ AS f1~f $~I
p les must be g~2S mUSt ~6'~N~ so riv,~c o~~~~ :a ~i i~° x~o i; ~ f°~A~~r~~
' dimension ~ ~ al 25 ear , p~~~iNis~~c~ M~r~. , . , y (rlllllfYl 25 year minimum rfe spa~, 1~0 W
~op~N~, and minimum ' we~ ht of 240 9 o weight of 240 Ibs~sq, L~W A~,p~
Insfall t0 manufacture~s s IUfaCfllrQ~'S Sp8CI~1CabOnS, s~ic~~~~, ~~~i~cH roo~s ~ p~~.LA r~~sic,r~~~ s~~i~s~
. e a pE ~ n~ ~o~;~~ ~o~~ ~ s~~~ ~
J 7 ~ ~
y
s~ucco B ` ~ _ , , ~00~ Shll~~~l~5 ~
~ ~ ~
C C V"
I"~~" NA~G'IE pI.ANK 1~IM ~ G'O~M~~S ~ ~ Q e ~ W
Q~ J
co,a.N~,,~~~~U , . . . ~J IZ V ~
" - - - ii~ -~~i8~~ - - - - ~r~~,~r. ;
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~ . . . • . ~ • ~ "I~~ ~b~~ UU1~1~F
_ , . ~ ~ . ; . . . i ~ ~ ~ ~~q~r~i~ . . . . . , , ~ . ~ ~ ~ ~ PRELIMINARY C~
: . . , , : ~ , . : ~ ~ „ i ; r . ~1 . ~ ~ .a~~-a~~~~.~~~(N~~N~iGK~.~:un~;i~.G~~ ~c~~.~.: . . ~ u ~ c~a~iNUH~iU~r,~v~,~ s~a~~s ~ t ~~ANK ~i~~ . . _ _ a ~AkIA.
iio ,i y;,~~~ ~Nr~r~~ ~ - - - - . - . . - - = - = _ _ : . . . - - - - , - ~ e~~ PERMIT 0
s ~ . ~ : ~ . : . . . , ~Nr. . : . . . _ - - - - - ~ ~~,Hr, - . _ _ ~ .
o ~ . > . . _ - - r . _ . . , ,~,:...~i~ ~uoir~~s. ~ . ~ 3~.0 ~a~ : . : . . . . , .y CONST~UCTON 0 . - - - - . . . : - - - - Sfu~CO
, Hr~~, _ , - - - - - _ io~~-o i, ~ - - - - - - - - - - - . . ' ~ :.:i-: , . N~Wp~~r~"oc~ : . p : - ~ . ~'X 10' NA~CIE C~OR~G' SN1G~ , • " ~ , '
NCG,N1~ ~ ; COO~W/I~,~~~.~ ~ . ~ . : W,~~~~~~~T,~~~~~~~,.::.;~....~:~:~~~.~:. ~ ~ VILLAS AT
• f~AN50M ' A . . ~ :::3ar~NS~i?~~o,~~«ov~~ _ _ . : - - -
~1~5CAP . ~ . " . . 8 . ~ . s~co ~ ~ ~ _ : ~ : ~ ~ T~ . ~ ~ ~ 1
_ . - ~ ~ ~ . i ~ , ~ ~ . . ,~~~r,.~o~NTS;: ~ . . ~ : ~ ~ ~ ~ BALLAHTRAE ~ 4 . .~F~~ , . . . _
lA ~ ^ . ' . ' ~.~i,Y'+. - C : . . ~ ~ . - E1~5 C~UvIN~S . . . , . ~ . . , . . w ~ns1 s~or~~ i.os~ ~ - ~r. ~7
o ~ . . = ~ . . o . ; WGOUGNT I~ON ~ ; . . I~ NAI'CIE pI.ANK 1RIM . : . . ; . . . ~All,l u ' 'IE p~ANK1RIM ~ . . WA~~iP~~~ 511.~ ~A~ ~ L~t ~ I 1
, ~ N . ANC 511-~ . . . . ANC Sll.~ ' ~ ~ ~ , ' ~ e . ~ THE
. B , : . ' ~ . . ~ , . , ; , , . . . • . C . . :
, • ~ ~ ~ . . ~ cp.sr sror~~ ~u.~r~c~ : ~ • . . . 1 . . : : ~ . . . . . . . . : ~ c. . : ~ WA1~~fA~S~~ 51~~ C~' . . ~`~x~~~~~~:.~~~':~~:.:~~~ . ~ . ~ ~~~~~~r~s~~~,~~ WEISS . .
100'-0" _ I51~~~ = . - , - - - - . , . ~ ~ ~ ~~r.:...~~: . ~ ~ NCE . . : . . . , : . . . . RESIDE ~
. . . . . . • , . : - - - - - ~ . . . . . . . . . . . • 15' ~L~, , . : , : . . . _ : : - - - - - T, i~-ti~ . . . : : . . . : :
- - - - - L0, FNCN, ~ . . l t - - - - - - - - - - • • C~,~U~~C 51'ON~ _ ~
_ _ - ~ -
- - - - - - - BALLINAS
. i n m t be br~ k I Afl ex sed foun~at o us c, ~ ~
I I I p~ I I I I ~ ,k ~ ~ 5~-0~~ ~ ; ~ y~-o~~ ° ~ 5'~0' CUItUf ~011 I - - - ~ - -
veneer br~ck stome, ed s e, 9 ] - I - s ' C_ ~ ~.~~~,o~~ PLAN No:
s I~t face biock b~~~ck a~ern concrete I ~ - ~s p ~ p ~ I
ar decorative corncrete block, ~
I I
~
i
~ . ~ JOB No: SNo.
--------------~-+o-o~~
-7)~--0 1 _ - S 1,0,FrC4
7
~ F ~ F n~ F. n~ore. ~ r
l~'Sf~LL 4AI6 Fl~Vf VfNTS TYIF 6K'ADF AVFlY F)eOM rY1 F AL-L FDOTFKS r0 MAlN TPIN ~
•
RIGHT SIDE ELEVATION ~ 48° 0,(--, Ti1n OUbh0llr FoUP.'D~T10~ INAlLS FALLS A 111N 01~ A MI~' Df TYh 0v 56" Fl;~ST 10'-0„ 6" INT(i11N~ T"f
W1NnOW SCN~bU~~
MANU~ACT~P~~~~ S~MMI1" / ~000 5~~1~5
NOt~ ~ Iu1C.~T O(~3C 5~(:TION 1010,~ ~GI~55 MA~K UIJI1 POUGN Op~NINI,
I'~~uIP~M~N~55~~1.~ ~I~IG~1201i~2" A 155'~2~2 a 12~~
~0~15"W> 20" ~ 28,12"W> ~4~
~~01 P,IJG ~,1 ~ 5~~ 01'C~ING %~,15" A2 Z- 755~27i e~~ I/ 2" X 12~~ G~ 3 -155~~5~ ;1~~~ K
C 155~~4~; ~ X ~r9
1 ~ ~553~65 ~~"XeS~~
, ~~I~b~~~ ~.INI a 51UCC0 FC 155~~~a 2~ X Z~r 5~' 8"
. VVINnOVJ SYS~CM G 755~~30 ; u~~a~0 518 ~
, : .4 L~~ ~XT~ ~~R~h~NU ~55~;:94 3;:"~~~ 8" ~
0 51~~ N~?nl ~RIM 51~~ ~ 155~86~ ,B~~Xe~~~~ Z ~ ~i
, ~ ~~Z'-2~~ Ire NA~GI~ pLANK1RIM ~ V2' 51U~c,0 N 755~0~8 ~0" X ~8" ~ ~ ~
S~GJ,RN' I _ : ~i Z~ ~553;~53 e~01% X y~~~ ~
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I/ 2" ~D~ S~UCGO C'~UTA~ON`. P~AGI~'~~ ~ V V 5rucco ~ ~
' S~PJ.AN1 `a P~~~IN'SN~G' METrV. 0'J1740
_ ~~~s si~ i. ~r:LON~ S~PJ,A~'~1 hvi~ I~ A G ~ ~ANK ~v ~I,ASNIIvG ~W Ai4?ia '~~"r~~"
lab NA~G'I~ I'LA~JK I I~ I 2 ~K1, SN~A1N / , ~ I"ab" hA'?G'I~ pIANK T?IM ,s ~ 51 ICING ~~~Nc:N C'00}'S ( I'fil A C'F51G1JF~ 5~~1~5; ~
~ ~ WI~~C~W~'iM LOGJ~~~G SNUi~E~ WODC ~~D~KP~G N b~y~ A~~ m ~ ~1 I~ NA~G'IE ~~ANK ~IM, CU1
S~UCCO \ TO ~'1 ~f 12~~e~ 12 a~~, ~ s
, s~u~~~ ~p.ni~~ s~u~i~~r~ our i~~ Ha,~~~~ p~ru~K Y~ ~ UVN [~VONG ~ 3" ~ ~ ^ ~ ~ FO~ STl1CCO G'E'JIA1101J` ~ ~ ~ ~ % , ~ ~ < ~ ; 1~~x8" NAGCIE p~ANK~IM ~
WINr'OIN 5V5"~M a i ~ ~ p~~ li~~~ ~~~~~ti~~~~~~ ` 1/i"G~W,~~ - ` WOOC f~l-OCKiNI ~
i ~~~~~I ~I~ 5~~~ 1 ~ I/ EK1, 51~A,fNING ~ ~ ~j
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GA~A~+E C00~' ~
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5~1CC0
W~A1rl~~ S~r'~, TGIM ~ - N
~
A B C , ~ . ' - ARA E DETAIL o ° ° ° ,I.EV, o, G G ~ N O
~ ~ ~ ~ " i~/2 -i-o 8 ii/2 -i-o 8 ii/2 -i-o 8 ii/2 -i-o 8 ~~,~~,o~~ 8 N o 0
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a, e- ~ _ s ~ ~ 5 ^.i ' u.
O O i O N vv~i`'s~=°
Asphalt shin les must be "true" R° y~ 6` N
~oo~ ~iNG~~s 9 ~ ~-~~~~~~o~, dimensional 25 year minimum life s an 1~- z
" p 4 ~~~3~E
O ~2 and mir,i m u m w e i g h t o f 2 4 ~ I bs lsq, ft~ s T ~ o r s o
!~~stail fo maiiufacturer's specificati " ~ ~ s ? ~ ~ ~ y il ~
p~~iNis~~c OI1S, ~ o~~~ 3 ti~~
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io ? 51UCC0 ~
z ~
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. . ~ ~ ~ ~IfS C~UvIN~S a ~
, Uur~~ . . . . . , . . ~ • " ~ o ~Sn \ n~ ~0 ~
. . : . . . . . . . . . : ~ : - . . . . . . ; Wm
. a~x io~ ~.~i~ aoA~ ~rG,~ ~ . ~ , . . . ~ ZNG' It0' -15/ c . - - - - = : - - - I z b"NA~CI~ p~ANK'~IM ~ ZNG' F1.4', ~
" ~ Wi v~~r, Hn~~~~ _ _ : . ~ . . . : ~ , ~ . ~ . ` . . . . . . . . . . . . . . . . . . . . . . . . ~ rsar ~ ~2 0 ~ c c~ - - - - - - - - ~ ~ - ~,4Ppk~C~~-~IC~) - p~_N1, - - - - - - - - - - = - - ...5.a. - , -
'JE~t, J~IN15; ~ ' . ~ • . . : , • ~ . _ , f~~ ~ - NG'~, Nl, 108'-O li
. - . - - - - - ~If551~~ - - - - - - ~C~,N1, `I' - -
. . • . ~ . . ' „ : . . . . . ~ ~ . • ~ . ~~a~~ l1A~G'iE p~ANK~IIM : 8 , . . . . ~r'. . PRE~ M NARY 0
~ . : . : :.I s ~ CO~NE~ T~IM , ~ ` • . . - ~ .;.s A~PII~G' OV~~ 511~(,0~ . , . . o . . . . . : ~ ~ o PERMIT ~ ~:~x~: ~c ~ _ _
_ . : .~:~x~
T~AI,S~ WI,_'~ ~ . . . ~ ~ . : , ~ ~ , • ~ ' , ST UCCO : . . yflN~~~CS~urr~~ov~~~. . C . . ~ :I~~~rv~~~1i~~~xT, . . . . - CONSTRUCTON ~
. _ . . ' . . . . . . . ~ ~ _ . . 4 = STUCCO . . . . s . . ~ ~ . ' , . . . ' . . . . CA51510NE Bll.l IJOS~ o
- . . . ~ s. Q . . ` . . " , . , _ _ , . CAST 5T01J~ [~U ~NOS~ ` . . ~ ` . . . _ _ - . ~ . ' ~ ~ . , , C p, . . . . . • . ~ WA1~k'1A~~~ 511-~ CAP '
~ wa~~ra~~~ si~~ cr~ : ~ • . ~ ~ . . ~ ~ ~ . A ~ ~ . . . . ~ vi«as aT
0 STUCCO ~ • , . ' • ~ . ~ . . ~~~~r.sT~,~ . WA~~T~~~ BALLANTRAE
' ' ' . . ~ I XBt~IM. . ~ . . - " . . . a . ~ ; • . . . . . . . . . . c,u~1U~~G'S101JE . . . ' . . . • . . ~ ..~t.~. ; .
: . ' ~ ~ , , . . ' :~~YA~G9 ~IM 511,~: . ~ . ~ .:.2'-> : ~ • ~ - - - . . . . . . . . ~ ~ _ _ __________~sT~~~~= ~oo~-o~~__ _ ~ - ~ . .r. ~ r 15T FLP . . • . . . . . , . _ . , . . .
, . . . . . . . . . . . _ . : . • . . . . . _ _ r~~-~~ ; LOt #71
f 0 Nr'N _ _ _ _ ' - _ -
- _ _ _ - - " _ - - _ - 3~~ - - ~N - = - THE
- - - - - - - " ~ - " WEISS
WOOG' G'ECK ANC G.AII., CONS~'UC~ION CEfA1~5 ~Y
~ ~~ANU~A~~U~~~ To MCEr o~CA Sr~~CA~G~S ~ L-- J L~ _ I RESIDENCE
~;±5~-0~~ sror~~wan~rn~~.~~riN~r~ ~°~5~-0~~ I ~
----------1
' ~ BALLINAS ~
I ~~s No ~.~~~r~ ~xr~a
I WINDOW c~ EKCAVAfED C~AIM, ~ P~AN No.
~ ~ - - - - - - - - - ~s~~~, r~~, - t
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -~=~~'.n~~ - - - - - - - - - - - - - - - - - - - - -
~----F- To,~rU=-
I
Of n Fjk~nt n,ore, n ore: n ore JOB No; SHEET No:
A 5rn0- a ai6 FlivF /fn 7-5 rne Oe/ir~F AwH IT017 rnF nLL Fo07-fk5 rO r-IAin r,grn k5 r~~ r~~in r,grn~no~=~c~
48" O.G, T11K0UG1101,7 POUI\DATION INALLS PALlS A M!N'.OP A MIA,', DFtI'110F -NG"
LEFT SIDE ELEVATION 6° lb'lrtllN' rtIf FleST 10,0„ ~
_ _ _
i~or~ ~ ~~~~T o~~~ s~~r~o~~ ioio.~ ~U~~ss WINC~OW SCN~nU~~ ~~~ui~~i~r:l~~s s~~~~ G H~iG~rao ii < a~~~; MAN~~ACTUf~~, SuMMl1" / ~000 5~~1~5
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~ SWIICN Lot #71
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