08200095 Permit File
CITY OF DUBLIN
Division of Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016
Phone: (614) 410-4670 - Inspection Line: (614) 410-4680
RESIDENTIAL OCCUPANCY PERMIT
This is to certify that I have inspected the residence
described below and approved it for occupancy.
ADDRESS: 411-113 /qCLG Z)PERMIT NO.:
BY: Z ) ~ ~ ,i/ FINAL INSPECTION DATE: 7 a
Building Permit No.: Project Address:
Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments
Plumbing Insulation
Underground
Sewer
Footing Final Electric
2e/.
Foundation Final
Steel Plumbin *b yo Zjy}
d1
Foundation Final HVA
Radon Final Gas
Preslab Piping
Rough L z~/o 6~k oK Engineering
~r . k% 1 _ E _
Electric (CWA)
`7F~//d& 9 _w-
.s Engineering
Electric (Pre-Sod)
Service J Final
, A, V, Engineering
Rough V
Plumbing
Gas Piping
(Rough)
Rough HVAC Final Zoning
Fireplace
Zoning Rough
Occupancy P l~ G
Framing
rtl-,,~_ I V,
7118o Rp Xo~>
CITY OF DUBLIN Dublin, Ohio 3016-1236
Phone: V/TDD 614/410-4670
Building Standards Inspection Line: 614/410-4680
Fax: 614/761-6566
Address:
915
D C)
Permit No.:
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. C E `
Date _ a9- ? New emodel ? Residential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
Job Address LAH3 tC O-PI,. e' Parcel No.
Subdivision/Project Name .6AO a L% ` C(SLr :5 Lot No.
Owner's Name Telephone 1
Contractor's Name Telephone H142
Contractor's Address oZ~IS~~ t' Dublin Registration Number
Does the sewer discharge into an individual sewage disposal system or sanitary sewer?
How far distant from any dwelling, well or cistern is the sewage tank?
What is the size of the main drain? Of what materials do the vent pipes consist? 7V
Of what material does the house drain consist?
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
INSTRUCTIONS
This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the following basis:
RESIDENTIAL COMMERCIAL
Application for permit & first fixture $50.00 Application for permit & first fixture $60.00
L Number of remaining fixtures X $10.00 = $ bo`c Number of remaining fixtures X $12.00 = $
Total Inspection Fee $ Total Inspection Fee $
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qty. Qty. Qty.
Air Admittance Valve Garbage Disposal Showers
*Backflow Preventers Hot Water Heater Sterilizers
Bath Tubs Interceptor Sump Pump
Bed Pan Washers Kitchen Sink Trap Primer
Bidet Laundry Trays Urinal
Chemical Sinks Lavatories J Wash Fountain
Dental Cuspidors Mop Sinks Washing Machine
Dilution Sump Outside Faucets Water Closets
Dish Washers Roof Drains Water Lines
Drinking Fountain [Sewage ough-in Openings for Future Water Storage Tank
Floor Drains Ejectors Other
Garage Catch Basin GRAND TOTAL
OT WATE ANK RELPLACEMENT FEE $3 0
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 . . . . . 08-00200095 Date 2/27/08
Property Address . . . . . . 4143 MACDUFF WY
Parcel Number: 273-008881
Alternate Address: KIPLINGER ESTATES
Tenant nbr, name . . . . . . MBATH & HALL BATH REMODEL
Application type description RES REMODEL
Property owner . . . . . . . BARNHARDT CANDICE R & STEVEN C
Contractor . . . . . . . . . NICHOLSON BUILDERS, INC.
Structure Information 000 000 RH
Construction Type . . . . . 5B - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee . . . . 110.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/21/10
Qty Unit Charge Per Extension
BASE FEE 50.00
6.00 10.0000 EA RES PLUMBING >1 FIXTURE 60.00
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.
IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE
Fee summary Charged Paid Credited Due
Permit Fee Total 110.00 .00 .00 110.00
Plan Check Total .00 .00 .00 .00
Grand Total 110.00 .00 .00 110.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards - 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . . 08-00200095 Date 2/25/08
Property Address . . . . . . 4143 MACDUFF WY
Parcel Number: 273-008881
Alternate Address: KIPLINGER ESTATES
Tenant nbr, name . . . . . . MBATH & HALL BATH REMODEL
Application type description RES REMODEL
Property owner . . . . . . . BARNHARDT CANDICE R & STEVEN C
Contractor . . . . . . . . . NICHOLSON BUILDERS, INC.
Structure Information 000 000
Construction Type . . . . . 5B - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
Permit . . . . . . RESIDENTIAL BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 50.00 Plan Check Fee .00
Issue Date . . . .Q~ Valuation . . . . 0
Expiration Date . . 8/23/08
Qty Unit Charge Per Extension
BASE FEE 50.00
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.
IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE
Fee summary Charged Paid Credited Due
Permit Fee Total 50.00 .00 .00 50.00
Plan Check Total .00 .00 .00 .00
Grand Total 50.00 .00 .00 50.00
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.
07/16/2008 15 12 FAX 6148467390 Z 003/004
3
ScotchshieldTM Ultra Safety and Security Window Films
These safety and security window films arc made using the patented micro-layered polyester film from 3M. They
offer significantly more tear and penetration resistance strength than conventional PET films.
Ph sical Properties
SCLARL150 Ultr tSI g-0061in A600
Film Thickness .002 inches nort>inal .004 innominal
(.051 mm) (am)
Micro-layers 13 Graves Area Tear > 340 Lbs. % Lbs. %
P 155 kg 3g
Young's Modulus- > 500k PSI > 500k PPSI
3.45x10' pascals) 3.45 x10' pascals) 3.45 x10' pascals)
Tensile Strength 30,000 PSI 30,000 PSI 30,000 PSI
(2.07x10° pascals) (2.07x10' pascals) (2.07x10° pascals)
Break Strength 60 Lbs. per inch width 120 Lbs. per inch width 180 Lbs. Per inch width
(10.7 kg/cm) (21.4 kg/cm) (32.1 kg/-m)
Elongation (Stretch) 140% 140% 140%
PPT (Puncture 2.0 Lbs. 8.7 Lbs. 19.2 Lbs.
Propagation Tear)' (,9i kb) (.4 kg) (g 7 kg)
Safety Impact Tests
CPSC 16CFR Category 1 (150 ft. Ihs.) Category 11 (400 ft lbs.) Category TI (400 ft. lbs.)
ANSI 297.1 Unlimited Unlimited
Unlimited
I
Adhesive Strength > 2,500 grams per inc > 2,500 grams per inch > 2,500 grams per inch
After Weathering' (>984 gr/cm) (>984 gr/cm) (>984 gr/cm)
> 3.500 grams per inch > 3.500 grams per inch > 3,500 grams per inch
(>1.378 gr/cm) (>1,378 gr/cm) 078 gr/cm)
Abrasion Resistance < 6% Change in Hazc < 6% Change in aae < % Change in Hazc
(100 cycle.)
Surface Burn Cla_cs A Interior Usc Class A Interior Use Class A Interior Use
Characteristics'
Building Code BOCA BOCA NA
Compliance
` The 'ultra 400 Series includes the following films:
SCLARL400, S20SIAR400, S35NEAR400, & 550NEAR400
ASTM D-1004-94a Initial Tear Resistance of Plastic Film and Sheeting (Graves Area)
2 ASTM D882-95a Tensile Properties ofThln Plastic Sheeting (this method covers Young's modulus, tensile strength,
break strength, and elongation). Young's Modulus measures resistance to stretch, or give of a
material The lower the value the more flcxlble the material. For example. a ribber band would have
a YM < 100k, whereas for polys yrcee > 1,000k.
ASTM D-2582.93 Puncture-Propagation Tear Resistance of plastic Film and Sheeting
CPSC 1201.4 Accelerated Weathering for Plastics using 1200 hours Xenon Lamp Exposure
c ASTM D-1044 Standard Method of Tcsi for Resistance of Transparent Plastics to Surface Abrasion
ASTM 6.84 Surface Burn Characteristics of building Materials
3M Specified Construction Products Dcrartmcnt
3M Center, Bldg. 225-45-08
St. Paul, MN 55144 70-0709-0000.9 r;x~,t
07/16/2003 15 12 FAX 6149467390 [t002/004
CITY OF BUBUNT
Division of Building Standards • 5800 Shier-Rings Road - Dublin, Ohio 43016
Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680
DO NOT REMOVE THIS SHEET FROM SITE
NOTICE OF INSPECTION
1A_ >
1Inspection Type Application
'Ir C, to J Date ~G
The undersigned inspectors checked your property at
IlJ,
for compliance wit ildipg Code. Any violations listed below must be corrected within days.
VIOLATIONS
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Building Permit No. Project Address: L' N
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Inspection Date AP DA Ins Comments Inspection Date AP DA Ins Comments
Plumbing Insulation
Underground
^Sewer _T1
b
Y
Footing Final Electric
A
Foundation Final p_
Steel Plumbin 4 V
0
Foundation Final HVA
Radon Final Gas
Preslab Piping
Rou§h L L7/o-;~ Engineering
Electric `g (CWA)
Engineering
Electric (Pre-Sod)
Service Final
Rough A Engineering
Wumbing ` J
Gas Piping
(Rough)
Rough HVAC Final Zoning
Fireplace
Zoning Rough
Occupangr-%1 c C1 T -
Framing ( , /J
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A
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07/16/2009 15 12 FAX 6148467390 [t001/004
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ICHOLSO Jttl ` h v u1 IY• iSaixt ~1a ~'f r~j~lS4PI''111~L~II~ r~, ~Yri
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D E S I G N BUILD- R E M O D E L
Date 2Gq~j
Number of pages in uding cover sheet
1
To: a Fro F 136
Phone
Fax Phone Phone (614) 846-7388
CC: Fax Phone (614) 846-7390
REMARKS:
? Urgent ? For your review ? Reply ASAP ? Please comment
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CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date' Application No.
APPLICATI N FOR ELECTRICAL PERMIT
Job Address Parcel No.
Subdivision( Lot No.
Owner Name/ Telephone
Contractor Name Telephone
Contractor Address Dublin Registration No08 -5 Residential:
New Sq. Ft. Alteration/Addition Sq. Ft. a\8Q
Temporary Service $40.00
$40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
J DERIPTION Re EA~'~~`i
~a
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 Ele ric Code r gul ting construction, installation, repair and alteration,
and may be revoked at any time upon violation o an provisi o ai laws.
Signature of licensed contrac or homeowner
Division of Building Standards
Date: 1/1/2001
` CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . . 08-00200095 Date 2/26/08
Property Address . . . . . . 4143 MACDUFF WY
Parcel Number: 273-008881
Alternate Address: KIPLINGER ESTATES
Tenant nbr, name . . . . . . MBATH & HALL BATH REMODEL
Application type description RES REMODEL
Property owner . . . . . . . BARNHARDT CANDICE R & STEVEN C
Contractor . . . . . . . . . NICHOLSON BUILDERS, INC.
Structure Information 000 000 RH
Construction Type . . . . . 5B - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee . . . . 40.00 Plan Check Fee .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/24/08
Qty Unit Charge Per Extension
BASE FEE 40.00
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE
Fee summary Charged Paid Credited Due
Permit Fee Total 40.00 .00 .00 40.00
Plan Check Total .00 .00 .00 .00
Grand Total 40.00 .00 .00 40.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date ~'1 y f D~ Application No. O'Q6 •
ACCESSORYIREMODEL APPLICATION FOR BUILDING PERMIT
Job Address L41'13 MAG DL~'Fr W? y Parcel No ;'13-0091W-02
Subdivision 1<I P L I V G E 2 F5 1At TE Lot No,
Owner Nam i 5t vt'nc - &M~gr Telephone G 1 1 3 366-3
Contractor Name N ic, ~1015AY1 I L-i P Telephone ~Syb-7 -3 ?S'
Contractor Address tration Number Ok <I/
/
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Type of Project (mark all that apply):
? Deck ? Poot' ; 1,000 SF
Screened Porch
? Ai ora Shed
~`3~ ti s s c a L,ee 1
Remodel (including basement) ~~zetx
Square Footage (calculated by plans examiner) (a
,
Submit with this application:
1. Two copies of site plan
J.1'
2. Two complete sets of drawings
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3. Home Owner Affidavit, if applicable . YY
4. Estimated Cost of Construction $
The owner of this building and unde ned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the
ordinances of this jurisdiction., pertaining to byj_ding and buildings, and to construct the proposed building or structure or make the proposed
change or alteration in accordance with the plaits and specifications submitted herewith, and certify that the information and statements given on
this application, drawings and specifications . } to the best of their knowledge, true and correct.
Signature of licensed contractor or homeow 'er
r
r
Division of Building Standards Issue Date
Separate Permits: Separate permits are required for electric wiring, heating and ventilating, plumbing, moving, wrecking, shoring,
use of public property, and tents.
2'` ING Orsr~.
FEB 0 4 2008
3UILDING DIVISION ,
r-J-! ' OF DUBLIN
10/01 WHITE-FILE YELLOW-FINANCE PINK-BIA GOLDENROD-CONTRACTOR
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AP PROVED PLANS MUS
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THESE DRAWINGS HAVE BEEN REVIEWED FOR AND /
SHALL COMPLY WITH THE V/
2008 EDITION OF THE
RESIDENTIAL CODE OF OHIO AS AMENDED MW
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BUILDING AREA >w u
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EXISTING SQUARE FOOTAGE: 2,322 SOFT.
1. VERIFYALL DIMENSIONS WITH FIELD MEASUREMENTS. NOTIFY 1. THE ORIGINAL "COMPREHENSIVE" ARCHITECTURAL DRAWINGS DO G1.0 COVER SHEET; GENERAL NOTES " PROPOSED RENOVATION: 195 SOFT. G1.1 ABBREVIATIONS, SYMBOLS, 8 FRAMING LAYOUT KEYS
NICHOLSON BUILDERS DESIGNER OFANYDISCREPANC/ES. NOT EXIST FOR THIS HOME. THUS, A5-BUILT DRAWINGS OF THE (MASTER BATH) ,UT KEYS Q Z O 0
2. ALL MATERIAL SUBSTITUTIONS SHALL BE OF SAME MFR. AND TYPE, AND PROPOSED AFFECTED AREA HAVE BEEN CREATED FROM FIELD W uj
SHALL MEET OR EXCEED THE DESIGN VALUE OF THE ORIGINALLY MEASUREMENTS AND CONTAIN ASSUMPTIONS ABOUT THE TOTAL AREA:: 2,322 SOFT. S1.1 DEMOLITION AND FRAMING PLANS SPECIFIED MATERIAL. ALL SUBSTITUTIONS MUST REAPPROVED BY UNCERTAINTIES AND UNKNOWNS OF STRUCTURE, METHODS, ~ aC °C Q
NICHOLSON BUILDERS DESIGNER. DEPENDING ON THE APPLICATION OF SYSTEMS, AND MATERIALS BASED ON THE DESIGNER'S EXPERIENCE. A5.0 INTERIOR ELEVATIONS
THE PROPOSED SUBSTITUTE MATERIAL APPROVAL BY THE BUILDING 2. AS IS TYPICAL WITH RESTORATIOwREMODELINGI F LO R J 01 ST S PAN TABLE 0 m u-
DEPARTMENTMAYALSO BEREQUIRED. RENOVATIONS/ADDITIONS TO EXISTING HOMES, THE ARISING OF
3. STANDARD FOOTING SHALL BE CONTINUOUS 16"x8" WITH 2-#4 REBAR "UNKNOWNS" IS LIKELY WITH REGARD TO UNDERGROUND UTIILITIES, SPECIES: SPRUCE-PINE-FIR LIVE LOAD = 40 PSF CONTINUOUS (LAP 24"MIN.) AND #3 TIES (a~ 24" O.C. STRUCTURE, UNDERGOUND ELEMENTS, HIDDEN ITEMS, ETC. THE GRADE; N0.1M0.2 DEAD LOAD =10 PSF
4. ALL CMU FOUNDATIONS SHALL BE 8"X8"X16"CMU WITH #4 REBAR DIFFICULTY IN UNDERSTANDING ANDIOR ANTICIPATING SAID MAX. ALLOWABLE SPAN (C/C OF BEARING) Q
VERITCAL (dJ 48" O.C. IN FULLY GROUTED GORES POTENTIAL PROBLEMS AND UNKNOWNS DURING THE DESIGN c
5. ALL POURED CONCRETE WALL FOUNDATIONS SHALL BE MINIMUM 8"THICK STAGES SHALL BE ALLOWED FOR WITH ADDITIONAL REVISIONS, SITE SPACING 2x6 2x8 2x10 2x12 M
WITH #4 REBAR @ 48" O.C. AND #3 HORIZONTAL TIES @ 24" O.C. OBSERVATION AND ADDENDUM TIME DURING CONSTRUCTION. 12" O.C. 10'-3" 13'x" 1 T-3" 20'-7" r c1'
6. ALL LUMBER WHICH COMES INDIRECT CONTACT WITH CONCRETE OR 3. NBI'S CLIENTS, SUB-CONTRACTORS, AND ANY NECESSARY 16" O.C. 9'-4" 12'-3" 15'-5" 17'-10" MASONRY SHALL BE PRESSURE TREATED LUMBER. CONSULTANTS MUST EXPECT TO MEET WITH NBI DURING
7. ALL DIMENSIONAL LUMBER SHALL BE SPF #2 OR SETTER UNLESS CONSTRUCTION TO EXPEDIANTLY REMEDY ANY SUCH SITUATIONS 19.2" O.C. 8'-9" 11'-6" 14'-1" 16'-3" DESIGNED BY:
OTHERWISE NOTED iN THE DRAWINGS. AS THEY ARISE. 24" O.C. 8'-1" 10'-3" 12'-7" 14'-7" SHELLIE KLINE
8. ALL FLOOR AND CEILING JOISTS SHALL BE SPACED 16" O.C. UNLESS 4. THE REMEDY PROCESS FOR SUCH SITUATIONS MENTIONED IN ITEM
OTHERWISE NOTED iN THE DRAWINGS. #2 IS AS FOLLOWS: DESIGN LOADS 9. ALL DIMENSIONAL FLOOR JOISTS SHALL BE MAXIMUM SPANS AS NOTED iN 4.1. DESIGNER WILL MAKE SITE VISITS AS NECESSARY DRAWN BY:
THE FLOOR JOIST TABLE ON THIS SHEET. 4.2. NBI WILL DISCUSS OPTIONS WITH CLIENT 1. ASSUMED SOIL BEARING 2,000 PSF SHELLIE KLINE
10. ALL WALL STUDS SHALL BE SPACED 16" O.C. UNLESS OTHERWISE NOTED 4.3. NBI WILL ISSUE NECESSARY, APPROPRIATE "REVISION" 2. LIVE LOADS:
IN THE DRAWINGS. ALL WALLS SHALL HAVE A SINGLE SOLE PLATE AND ADDENDUM (IN STANDARD RESIDENTIAL FORMAT -CLOUDED 2.1. FLOOR LIVE LOAD 40 PSF CHECKED BY:
DOUBLE TOP PLATE W/THE UPPER TOP PLATE OVERLAPPING THE LOWER AND REVISION DATED ON THE ORIGINALS) AS THE PROJECT TOP PLATE WHEREVER WALLS INTERSECT. CONSTRUCTION PROCEEDS 2.2. ROOF LIVE LOAD 20 PSF PAUL SOMA
11. TOTAL GLAZING AREA IN A HABITABLE ROOM SHALL BE NO LESS THAN 8% 5. AS NOTED iN THE SITE PREPARATION SECTION OF THE CONTRACT 3. WIND LOAD
OF THE FLOOR AREA OF SAME ROOM, HALF OF WHICH MUST BE TO BUILD BETWEEN NBI AND THE CLIENT, ANY ADDITIONAL 3.1. BASIC WIND SPEED 80 MPH SHEET NO.:
OPENABLE. BATHROOMS SHALL HAVE A GLAZING AREA OF NOT LESS EXPENSES RESULTING FROM SAID CHANGES SHALL BE AGREED EXPOSURE "C'
THAN 3 S.F., HALF OF WHICH MUST BE OPENABLE. UPON IN A WTRITTEN ADDENDUM BETWEEN NBI AND THE CLIENT ( ~ 12. GLAZING IN A SLEEPING ROOM SHALL HAVE A MINIMUM CLEAR OPENING PRIOR TO IMPLEMENTING THE CHANGES. 4. FROST DEPTH 36"
WIDTH OF 20 INCHES, A MINIMUM CLEAR OPENING HEIGHT OF 22 INCHES, 1 ~y'
AND A NET CLEAR OPENING AREA OF 5.7 SQUARE FEET. S C O P E O F V V O R K
12.1. EXCEPTfON: GRADE FLOOR WINDOWS SHALL HAVE MINIMUM NET 1. INTERIOR RENOVATION OF MASTER AND GUEST G 0
CLEAR OPENING OF 5.0 SQUARE FEET. SILL SHALL BE NO MORE THAN BATHROOM
44 INCHES A80VE THE FLOOR. 1.1. REMOVALIRE-LOCATION OFNON-BEARING INTERIOR 13. ALL WORK SHALL BE COMPLETED IN A PROFESSIONAL, TIMELY MANNER IN WALLS 02/01/2008
COMPLIANCE WITH ALL APPLICABLE CODES. CONTRACTOR SHALL ENSURE THE PRESENCE OF WORKING SMOKE 12 NEW PLUMBING FIXTURES iN NEW LOCATIONS
14. IN THE EVENT THAT ANY DETAILS OR INSTRUCTIONS CONFLICT, THE DETECTORS, WHICH SHALL BE HARD-WIRED TO A LIGHTING CIRCUIT, 1.3. NEWIRE-LOCATED LIGHTING FIXTURES AND
STRICTEST PROVISION SHALL GOVERN. EQUIPPED WITH BATTERY BACK-UP, AND INTERCONNECTED WHENEVER ELECTRICAL DEVICES
POSSIBLE (SECTION 313 OF THE RESIDENTIAL CODE OF OHIO). 1.4. NEW INTERIOR FINISHES FL04RING WALL TILE AND ( NARI
PAINTED DRYWALL WALLS AND CEILING
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SOLID~SAWN LUMBER FRAMING MEMBER LAYOUT KEY EN I N KEY DIM S 0 FLOOR PLAN n KEY M t J ; a
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MEMBER TYPE HEAD INDICATES L LJ n
10'-0" 15'-D' -----BUILDING MAJOR SECTION SPREAD OF FRAMING ~ m 3 c d
DIMENSIONS MEMBER SPECIES MEMBERS • v m E w
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9'-8" 14'-4" WALL THICKNESS & SPACING MEMBER SIZE 4~~ DIMENSIONS ARROW WITH OPEN 45°
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- ROUGH OPENING WIDTH 2x10 S P .J. (r~ 1 " O.C. OF FRAMING MEMBERS DIMENSIONS u 3 " 7 o a r
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EXTERIOR STUD WALL Z v
DIMENSIONS FROM (NTERIOR CL ~ L o 0n
EDGE OF STUD TO OUTER FACE O N V ~ . u
OF EXTERIOR SHEATHING La z b m Z
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EXTERIOR DOOR ROUGH
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ROUGH SILL AT WINDOW INTERIOR STUD WALL
ROUGH OPENINGS DIMENSIONS FROM EDGE TO EDGE OF STUD
MEMBER SPACING z
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MEMBER TYPE ARROW WITH OPEN 90° HEAD INDICATES ES
PRODUCT NAMEISERIES SPREAD OF FRAMING LAMING
LWAYS ITALICIZED MEMBERS ~A )
MANUFACTURER
(ALWAYS UNDERLINED) ARROW WITH OPEN 45° HEAD INDICATES SPAN OPEN 45° ES SPAN CO
TRUS-JOIST TJI f 0 .J. @ 16" O.C. OF FRAMING MEMBERS 1EMBERS p
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S PE S DARE FOOT 4 CENTERLINE INTERIOR ELEVATION MARK C.F. CUBIC FEET P F R Q ° 2 A4. 3 ELEVATION NUMBER -WINDOW SCHEDULE ITEM NUMBER 1A NUMBER SHELLIE KLINE
C.J. CEILING JOISTS PSI PER SQUARE INCH DEGREES C.Y. CUBIC YARD PSL PARALLEL STRAND LUMBER EQUAL TO OR GREATER THAN 4 SHEET NUMBER
CMU CONCRETE MASONRY UNIT R.O. ROUGH OPENING EQUAL TO OR LESS THAN DRAWN BY:
D.L.O. DAYLIGHT OPENING R.O.W. RIGHT OFWAY = EQUALS CODED NOTE MARK K SHELLIE KLINE
EIP EDGE OF PAVEMENT S.F. SQUARE FOOTI SQUARE FEET > GREATER THAN LEADER POINTING TOWARD OBJECT F.J. FLOOR JOISTS SQ. FT. SQUARE FOOTI SQUARE FEET < LESS THAN A O SECTION MARK iRD OBJECT
FNDN FOUNDATION STL STEEL # NOT EQUAL TO CUT DIRECTION TO BE DESCRIBED IN CODED NOTE .ODED NOTE CHECKED BY:
FTG FOOTING T&G TONGUE AND GROOVE t PLUS/MINUS SECTION NUMBER CODED NOTE NUMBER PAUL SOMA
G&N GLUED AND NAILED Tl1ST FL TOP OF FIRST FLOOR R PROPERTY LINE SHEET NUMBER HEEL HT. HEEL HEIGHT T12ND FL TOP OF SECOND FLOOR TM TRADEMARK CUT LINE
HT. HEIGHT TlFNDN TOP OF FOUNDATION SHEET NO.:
I.L.O. IN LIEU OF TIFTG TOP OF FOOTING E MARK
LAMINATED STRAND LUMBER TIWALL TOP OF WALL CERAMIC TILE FLOORING CHANGE MARK LSL LVL LAMINATED VENEER LUMBER W/ WITH FLOORING MATERIAL
MFR MANUFACTURER W10 WITHOUT DETAIL MARK FLOORING CHANGE LINE
M.O. MASONRY W.I.C. WALK-IN CLOSET 'D ELEVATION NUMBER CARPET-------FLOORING MATERIAL
O.C. ON CENTER WWM WOVEN WIRE MESH D.FIR DOUGLAS FIR SHEET NUMBER Gl al
HEM-FIR HEMLOCK-FIR CIRCLE AROUND OBJECT TO BE
SPF SPRUCE-PINE-FIR DETAILED SYP SOUTHERN YELLOW PINE 02101/2008
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- - _ _ _ _ _ l
GUEST- BATH DEM LITI 0 ON CODED NOTES X ODED NOTES X BATH DEMOLITION C MASTER 0
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1. REMOVE VANITY CABINETS 8. REMOVE TOILET AND SAVE FOR 14. REMOVE DOUBLE D04RS AND JAMB 1. REMOVE PLUMBING FIXTURES AND CAP WALLS hommomomd J s a 3 cu v s
2. REMOVE WHIRLPOOL AND TUB DECK REINSTALLATION 15. REMOVE TILE FLOOR LINES 10. REMOVE SHOWER DOOR 3. REMOVE WINDOW CASING 9. REMOVE TRACK LIGHTING 16. REMOVE CARPETAND UNDER PADXYZ 2. REMOVE CASTIRON TUB AND TILE SPLASH 11. REMOVE FIBERGLASS SHOWER BASE 0 v u
4. REMOVE BASEBOARDS 10. REMOVE CLOSET DOOR AND JAMB 17. SAVE THE FOLLOWING FOR DONATION; 3. REMOVE WINDOW CASING 12. REMOVE DOOR AND JAMB -a ° a ~ c IL `o a
5. REMOVE BATH FAN 11. REMOVE WALL WHIRLPOOL TUB AND FAUCET, PESTAL 4. REMOVE KNEEWALL AND COUNTER TOP 13. REMOVE TILED FLOOR AND 6 co w Lr to `Y
6. REMOVE CULTURED MARBLE SHOWER 12. REMOVE FRAMING TO ALLOW FOR SINK, DOORS AND LIGHT FO(TURE 5. REMOVE PEDESTAL SINK AND FAUCET UNDERLAYMENT WALLS POCKET DOOR 18. SAVE FOR THE FOLLOWING 6. REMOVE LIGHT FIXTURE AND MIRROR 14. SAVE FOLLOW NG ITEMS FOR DONATION; W ti s
7. REMOVE FIBERGLASS SHOWER BASE 13. REMOVE DOOR JAM REINSTALLATION; TOILET 7. REMOVE TOILET PEDESTAL SINK RND TOILET 3
8. REMOVE WALL 15. SAVE THE FOLLOW NG FOR c Y a
9. REMOVE CULTURED MARBLE SHOWER REINSTALLATION; MIRROR AND FAUCET 1 1 2 E a Y
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1. INSTALL RUBBER SHOWER PAN LINER TO 7. REINSTALL EXISTING TOILET 1. REINSTALL EXISTING LIGHT FOtTURE 0
WRAP UP AND OVER BENCH 8. SILESTONE UNSRI COUNTER TOP 2, REINSTALL MIRROR
2. INSTALL 3' X 4' DRY PACKED SHOWER BASE 9, fNSTALL 1I2" BACKER BOARD FOR TILE 3. MOVE TOILET TO NEXT JOIST POCKET
WTH WATERPROOFING UNDERLAYMENT 4. INSTALL RUBBER SHOWER PAN LINER 3. VERIFY HEIGHT IF FIXED SHOWER HEAD AND 10. 20" X 20"PORCELAIN TILED FLOOR 5. INSTALL 36" X 42"DRY PACKED SHOWER BASE W TH CLIPPED Q ~ W
HANDHELD SHOWER 11. 2-0X 6-0 SIX PANEL POPLAR POCKET DOOR CORNER. INSTALL WATERPROOFING.
4. BENCH SEATAND TUB DECK TO HAVE 12. 2-0X 6-8 SIX PANEL POPLAR INSWNG DOOR 6. INSTALL BACKERBOARD AS TILE UNDERLAYMENT.
SILESTONE UNSRI TOPS 13. TW02-0X 6-8 SIX PANEL POPLA INSWNG 7. 2-0X 6-8 SO( PANEL POPLAR DOOR 5. DECK MOUNTED FAUCET DOORS 8. 1-2X6-8 SIXPANEL POPLAR DOOR 0F X~
6. AIR BUBBLE TUB 14. ALL TRIM TO BE STAIN GRAD 9. ALL TRIM TO SE STAIN GRADEXYZ
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1 GUEST BATH SHELLIE KLINE
_ _ _ _ _ _ _ SAF ~ GLASS REQUIREfl
4 I I DRAWN BY:
~ ~ 5
~ 8 SHELLIE KLINE
11 8 ~ CHECKED BY.
1
7 PAUL SOMA
1 SHEET NO.:
EXISTING
MASTER BEDROOM
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02/01/2008
BT T B TH LAN A ER P
SCALE:1l4"=1'-0" SCALE:1I4"=1'-0" [B'Al The Nome Builders NA R IO nni IIRAI .A4i0.1Ai111: iN tlil klwllNtlVi. NIY:iilt'
_1 _
CODED NOTES X
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1. MASTER BATH CABINETSWOOD -CHERRY DOOR J 3 0 Agalp, W Y . V m v
STYLE SHELBURNE STD -FINISH WALNUT BLACK GLAZE DRAWER FRONTS TO BE SLAB ~ Y
2. STANDARD FINISHED END a ~ O m
3. TILE BACK SPLASH AT VANITY 1 ~ LL o a
4. SILESTONE UNSW COUNTER TOP, BENCH AND TUB DECK TOP LLj a ~ +V L
5. 2~"STAIN GRADE TRIM c 3 _ O
fi. CUSTOM MADE FRAME FOR MIRROR L Y ~ r • r N
7. 8" SPREAD FAUCET 1 8. REINSTALL EXISTING TOILET WITH NEW SEAT, v E w ~ Y low]
s p N b b CIA U
6 SUPPLY AND TRIP LEVER 9. TILE FACE AND SIDE OF SEAT V O 9 V .G
10. VERIFY HEIGHT OF FlXEO SHOWER HEAD AND Z J O = c
7 1 HANDHELD SHOWER Ina O p N
4 11. WRAP FRAMING WITH ~"PLYWOOD SKIN. CUT ACCESS HOLES FOR END DOOR PANELS. 7
3 12. LINEN CABINET WITH HAMPER IN LOWER 7 Z .n O
SECTION 1 EI z U v En n m'
2 13. TILED BACK SPLASH AT TUB 14. GUEST BATH CABINETS WOOD -CHERRY DOOR 3 O a N O Y
STYLE -SHELBURNE STD. -FINISH WALNUT LIJ _ z
15. REINSTALL EXISTING LIGHT FUTURE AND MIRROR CENTERED ON WALLBETWEEN WINDOW l a > co0`o u ~
° AND CORNER OVER SINK v t! + m 3 c m eD a ~
16. 2.6 X 6-8 SIX PANEL POPLAR DOOR ~ ~ ~ a y: al
17. 1-2X6-8 SIX PANEL POPLAR DOOR e ° 18. TWO 2-0 X 6$ SIX PANEL POPLAR DOOR `
, ~ 5 19. CULTURED MARBLE COUNTER TOP ~i; t ~ t
a ~ 20. TILED SHOWER WALLS
8 1 2 ~ ~.:a i ~,.4 r
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~E F ~i: tn,
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Tl N TY E A B T VA l M TER A VJ !
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SCALE: 112"=1'-0" SCALE. 1/2 1 0
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DESIGNED BY:
11
SHELLIE KLINE
DRAWN BY:
9
SHELLIE KLINE
N T BA CHECKED BY:
SCALE: 112"=1'-0"
PAUL SOMA
M BATH ELEV T SHEET NO.:
SCALE: 1/2"=1'-0"
A500
02/01/2008
[BI-0 ) NARl'
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