07201581 Permit FileCITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESIDENTIAL OCCUPANCY PERMIT
This is to certify that I have inspected the residence
described below and approved it for occupancy.
ADDRESS:
BY:
?.
PERMIT NO.:
FINAL INSPECTION DATE:
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Division of Building Standards
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614/410-4670
Inspection Line:614/410-4680
CONDITIONAL APPROVAL AGREEMENT
This agreement made and entered into by and between
(P ?
ro c anager/General C ntr to )-?
Herein after known as the Project Manager/General Contractor, and ? 4??/
?a??y?-
??--, ?--s--,
(Owner/Occupant)
Hereinafter lrnown as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who
mutually agree and covenant as follows:
1• The Project Manager/General Contractor, who is constructing a new premises at:
Building Permit Na L 1 ,, -;01 , has applied for a Certificate of Occupancy.
2. The premises, as of the date this agreement is signed, has not met all requirements of the Dublin
Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections
cannot be approved.
3- T'he list of items, which is attached to and is a part of the agreement, is accepted by both the Project
Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to
be completed prior to the project receiving final approval.
4. Aclrnowledging that the premises are not completed and that certain items, as shown, are
requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy
of the premises and use of the property as of the date of this agreement.
5. In return for such above Conditional Approval, the Project Manager/General Coniractor agrees to
complete all items as shown by (date) lo? 0 1B and further agrees to release, hold
harmless and indemnify the City and its agents, assigns and employees from any and all obIigation,
liability, and/or responsibility that might arise as a result of permitting occupancy under a
Conditional Approval Agreement.
6• In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City,
its agent, assigns and employees fram any and all obligations and/or responsibilities related to the
completion of the premises, and further agrees to release and hold harmless the City, its agents,
assigns and employees from any and all liability that might arise as a result of occupancy of the
premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items
shown as incomplete, and recognizes that the City may revoke the Conditional Approvat
\\DUBLINDATA_PER_SERVER\PER\YER\THOMEW?OFFICE\WP\DOCS\DOC\FORMSICONDI'PIONAL OCCUPANCY
AGREEMENT.doc
Page 1 of2 Updated 4-02
CITY OF DUBLIN
*** CUSTOMER RECEIPT ***
Batch ID: 8/01/08 Ol Receipt no: 15733
Type SvcCd Description Amount
2007 201581 BP BUILDING PERMITS
Qty 1.00 $2300.00
DERRICK LAYER
Tender detail
CK Ref#: 3697 $2300.00
Total tendered: $2300.00
Total payment: $2300.00
Trans date: 8/01/08 Time: 12:40:45
THANK YOU FOR YOUR PROMPT PAYMENT
Derrick Layer osios
Custom Homes & Remodeling LLC
1515 West Lane Avenue Suite 14
Columbus, Ohio 43221
614-481-9100
PAY TO THE
ORDER OF W
UAJ
FIFi'H THIRD BANK
25-216/440
3697
$ Zr 3ov_ .QD
;
11000369?110 11:04400 2 1 61i: 7 213 L874565il'
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CITY OF DUBLIN
Division of Building Sta r-Rings Road • Dublin, Ohio 43016
Phone: (614) VablUbuon Line: (614) 410-4680
NGV - ? 2007
Date c b ?VLL;'Ii',G DIVISIdN Application No. ??? ?01 .>?
O? DUBLtN
ACCESSORY/REMODEL APPLICATION FOR BUILDING PERMIT
Job Address ??? 1ic/?Cir? ?`? ?? Parcel No 27? ?????D- 0 0
Subdivision Lot No.
Owner Name Telephone
Contractor Name ?- 4,u J?w qo?vp k"PuAlit-1 Telephone q4
ContractorAddress ms 'G'L Dublin Registration Number
2
Type of Project (mark all that apply):
?
? Deck ? Pool ?Addition < 1,000 SF s ??
? ScreenedPorch ? HotTub ? StorageShed
9 R@IIlOCI2I (including basement) ? Gazebo ? Other
Square Footage (calculated by plans examiner)
Submit with this application: ?
t/I. Two copies of site plan %s
?/ Two complete sets of drawings
Ow av , p ' ab
?stimated Cost of Construction $
The owner of this building and undersi 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 b' ding and buildings, an to construct the proposed building or structure or make the proposed
change or alteration in accordance with the plans and sp fications s itt herewith, and certify that the information and statements given on
this application, drawings and specifications are to the est a? their k? le, true arrel.correct. /
? « i ? r? ? a
Signature of licensed contractor or horr, er
.-
,.
; _. ,
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.
IuIuDiNGcoMPuANCE
%PPRO?ED ?S NOTED
CITY 0f DUBLIH, OH
10/01 WHITE-FILE YELLOW-FINANCE PINK-BIA GOLDENROD-CONTRACTOR
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00201581 Date 11/29/07
Property Address ...... 5385 INDIAN HILL RD
Parcel Number: 273-000550
Alternate Address: RIVERFOREST #99
Tenant nbr, name ...... ADDITION & BASEMENT FINIS
Application type description RES BUILDING PERMIT ADDITION
Property owner . . . . . . . GETZ ANA L
Contractor . . . . . . . . . DERRICK LAYER CUSTOM HOMES
--------------- -- Structure Information 000 000 ----------------------
Construction Type ..... 5B - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
----------------------------------------------------------------------------
Permit . . . . . . RESIDENTIAL BUILDING PERMIT
Additional desc .. SQ FT 1508'
Permit Fee .... 220.00 Plan Check Fee .. .00
Issue Date . . . . /.?--/-U Valuation . . . . 0
Expiration Date . . 5/27/0z
Qty Unit Charge Per Extension
BASE FEE 140.00
2.00 40.0000 RES BLDG PLAN REVIEW 80.00
----------------------------------------------------------------------------
Special Notes and Comments
Match existing grades and ensure positive drainage away from
structure.
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.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES BLDG INSPECTION 230.00
RES CERTIFICATE OF OCC 30.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 220.00 .00 .00 220.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 260.00 .00 .00 260.00
Grand Total 480.00 .00 .00 480.00
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 Standarrls • 5800 3hier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
SUBCONTRACTOR
DISCLOSURE
General Contractor: L_mev ? S?o ??
Application No.: O 7• ao ? Sg I
Job Address: 5 =3? s a'-A-ka.,
The General Contractor is required to furnish the following information regarding any
contractor working at the above address orior to issuance of a Cert':fcatA of Ocr? ?nanrv
_ r _.. ..,?
All subcontractor registrations must be current through the issuance of a Certificate of
Occupancy, including insurance and all applicable State Certifications.
TYPE NAME OF CONTRACTOR DUBLIN REGISTRRTION NO.
EXCAVATI O N
CONCRETE* ?- rl '7j
MASONRY
STRUCTURAL* ' f -- '
ELECTRICAL*
PLUMBING* ?'? : ?,?? ?? ? - ??-6
HVAC* f, ? e? Z7
INSULATION > le
ROOFING*
DRYWALIL -, ? el'
SIDING LCC C
QAA1lTA4V v?WER* ; l
LANDSCAPING
FIRE PROTECTION
UNDERGROUND
'',-Irt??,
FIRE ALARM `
FIRE SUPPRESSION ?--
PAI NTI N G ,--
OTHER
*MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A
COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE.
Excel/Subcontractor Disclosure Update 2003
CITY OF DUSLIN
Division of Building Standards • 5800 Shier-Rings Road o Dublin, Ohio 43016
Phone: (614) 410-4670 ? Inspection Line: (614) 410-4680
Date ???C ?
Application No.
APPLICATION FOR ELECTRICAL PERMIT
Job Address :? Parcel No.
Subdivision
Lot No.
Owner Name / ?71 Telephone
Contractar Name ?/f ?1 C C??'C% ?? Telephone
-
ContractorAddress /c, ?4'`'?--C?? DublinRegistrationNo.
/,-
Residential:
New Sq. Ft Alteration/Addition Sq. Ft.
v?c?
y
Temporary Service $39-Af1 ........................................................................................................................
L? C?? ?
?31?HU?inimum plus $20.00 far each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$30.00 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. ar fraction thereof over ] 000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square. Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. ar fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $ ?6 `b
JOBDESCRIPTION
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 sai4-4aws.
Signature of licensed contractor or homeowner_,
Division of Building Standards
Ddte: vv2oo1
? CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00201581 Date 2/14/08
Revision number . . . . . . . 1
Property Address ...... 5385 INDIAN HILL RD
Parcel Number: 273-000550
Alternate Address: RIVERFOREST #99
Tenant nbr, name ...... ADDITION & BASEMENT FINIS
Application type description RES BUILDING PERMIT ADDITION
Property owner . . . . . . . GETZ ANA L
Contractor . . . . . . . . . DERRICK LAYER CUSTOM HOMES
--------------------- Structure Information 000 000 ----------------------
Construction Type ..... 5B - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 80.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/12/08
Qty Unit Charge Per Extension
BASE FEE 40.00
2.00 20.0000 RES ELECTRICAL SERVICE 40.00
----------------------------------------------------------------------------
Special Notes and Comments
Match existing grades and ensure positive drainage away from
structure.
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.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 80.00 .00 .00 80.00
Plan Check Total .00 .00 .00 .00
Grand Total 80.00 .00 .00 80.00
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 FOR HVAC PERMIT
Date Application No. C.i'`l C710 ?? 12A
Job Address 5 2' Parcel No.
SuYsdivision ti I eN
Owner Name
t? -z-
Lot No. AJ I H?
Telephone
Contractor Name?,???A?t`? Telephone ?Y°
, ??r?'
? J
Contractor Address I 1 901 t-'? 4. t". iDt, qV'11)ublin Registration No.
ResidentiaL•
Sq. Ft. kso?? ?? - -'
e?
$50.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fracdon thereof over 1000 Sq. Ft.
(Replacement units, minimum fee)
Commercial:
New/Addition Sq. Ft Alteration
New/Addition: $50.00 Minimum plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Altcration: $50.00 Minimum plus $10.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
3°Icj State of Ohio Surcharge (commercial only)
Total $
JOBDESCRIPTION 'Z,°j-.atj !vc---) ..?_..??< .?n ?`r-- .???-? i?•.,?:? ?;? r??..: ;???,'?,e...??
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the Ciry of Dublin and all
the laws of the State regulating construction, installation, repair and alteration, and may be revoked at any time upon violation of any
provisions of said laws.
Signature of licensed contractor or homeowner -' ?- Division of Building Standards ? a' b ,
e
??
p
??-
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shall comply with the 2006 Edition of the
Residential Code of Ohio, as amended.
PLAN REVIEW CH ECKLIST
Application No.0 7°_24 d__1'-) &-i' o d
21
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Date Reviewed ?--?e-?:--?--? u, E
0 ? ? -Q
? U 2
Reviewed By
o c
?
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Plan Reviewer's Comments & Notes
' V Z c, a Q
-
vl' Approved Disapproved fA
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C ?
2006 OBBC Model Energy Code Worksheets required
106.1.1 Manual J/Electric Loads All Houses
Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom
R303.1 Light & Ventilation Schedules
?
Schedules Required on Plans; houses, additions and sunrooms
R303 6 Stairway Illumination
R306
R307
Sanitation - Fixture Clearance
Figure 307.2
R308 Required Safety Glazing
R309
Ordinance
Attached Garage Fire Separation
? 1318" s.c. or 20 min. door and 518"
gyp. Bd. Type "k"on all common
l
wa
ls and ceiling
R310 Emergency Escape and Rescue
O
i
? 5.7 sq. ft. (24" net hgt. 20" net width) max. window still hgt. Of 44
pen
ngs . a.f.f.
R311.2.2 Under Stair Protection ? 112"gyp. Bd. Type 'X", enclosed spaces with access
311 41 Exit Door Required
R311.4.2.1 Interior poors Bath 2'4'k 6'8", habitab/e rms & basement stairs 2/6"x 6'8"(min)
R311.4.3 Landings Minimum 3' x door width
R311.5.6 Handrails
R312 Guards
R313 Smoke Detector Locations Bsmt./hal/way/bedrooms wired to prime electric/battery pack -
up/interconnected (one each floor)
R314 Foam Plastic Separation ?
Ordinance Carbon Monoxide Detector Outside sleeping areas
R401.4.1 Soil bearing capacity
W Use 1,500 psf
R403 Footing/pier/pad size & location(s) s
R403 1.6 Foundation anchorage r` 112" anchor bolt @ 6'0" oc; 7" into masonry & concrete
R404
Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and
? additions
R405 Foundation drainage systems ?
R406 Damproofing or waterproofing
R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings
R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2)
R502.6 Bearing 1 112" for wood & steel/ 3" for masonry & concrete
R502.11.4 Floor Trusses ,a/ Engineered design required at Frame Inspection
d;T, I Zv/sg?/
Name Getz Residence add to existing
REZCALC Address
RESIDENTLAL BLOCK L.OAD ESTIMATE pesc. Ranch
DESIGN COIdDfTIONS Out door: Summer DBNVB Winter Inside: Summer RN Winter Range Swing
-- 95/ 73 0 75 50% 72 24 3.0F
?`,LASS & DOORS
Dir Type Glass
SW Window Clear _
SW Entry Door
WALLS
Dir Frame
Panes Frame Shade Ovr. GF H-F SQ FT C-Load H-Load
2 Mefaf TB None Q" 63.00 42.60 165.0 10,395 7,029
Wood 0" 31.5019.30 40.0 ,260 772
SW Wood
SW Masonry 0- 5ft Below
ROO F/CEI LiNG
Description
Ceiling under vented attic
FLOOR
Description
8asement floor > 2ft. belcvr grade
COOLtNG LOAD SUMN'ORY
R
13
10
Cover Ceiling
COO?f?1G
BT[3?1.
SUBTOTAL (All C-LOADS)
x SWiNG MULT.
1.00 s
x DUCT MULT. 1.20
x SUMMER CUMATE MULI 1.00 _
= SUSTOTAL SZ
+# PEOPLE x 530 ' S 2,650
+ APPl.IAPJCES ? 1,200
= SUBTOTAL (Less Outside .' ;Rg d) 27,602
+ OUTSIDE AlR LOAD•
infil.8?vertt cim x tosd (
17 x
37
14,319
= TOTAL COOLING AD ?r 41,921
-# PEO
? 5 1,150
TLL P,[ )
- OUT E AI R
infil.BVant. x IateM d(cfm) 337x
15
5,805
= LATEN7' C OAD 6,955
= SEMSIBLE COOUNG LOAD 34,966
Shade Ovr.
None 0" 1.89 5.60
None 0" 0.0. .
R '91
30 _ 1.50
7 10,835
0 8,353
2,988.0 41482 6,902
-V0.00 1.70 164.0 0 278
EATING LOAD SUMMARY HEAl1NG
BTUH
BTOTAL (Afl H-LOADS) 34,169
+ fNF1L & VENT. CFM x 77 509 39,193
= SUBTOTAL 73,362
x DUCT MULT. 1•25
x WItJTER CUMATE MULT. 1.03
= TOTAI. HEATiNG LOAD _ 94+453
AIR QUANTITY (CFM)
COOLING OR HP CFM
serrsNe cool. load / cooing CFM Factor 25.60 1,365
FURNACE CFM
total heatlng load / heatirg CFM factor 49.00 1,928
COOLING SENSIBLE HEAT FACTOR
senstbb oool. load /lotal cooBng bad 0.8341
11/lb/'Lbb( lb:Lb 4Jon?11,
ExceJ Electrical Contractor, Corp.
7484 Reliance St, Worthington, Ohia 43085
430-0712 430-0?14 fax
11/16/2007
? 624 8915 a/ 1520 3
? ? - ARicle 220.30 (B I(::) General Loads. The floor area fvr each floor shall be
computed from tf ir, outside dimension of the dwelling unit. The computed
l" floor area shall nix include open porches, garages, or unused or unfinished
?
?Q spaces not adap,;a.hle for future use.
? Portable appluanu;a:,
Kitchen circuits 11( vnlt
? Microwave
Suilder: Demcisj om es Pro' ct #:
Lot / Subd: ` Munici li ; Dublin
Address: 5385 i nc ian Ni11 Rd_ Municipality rmit #:
Owner: Getz ^
This load calc ?lat;uil Mrc" es a mult of tfle forrnula used in tha 2002 N.E.C.
- 111. Optional CaTc u(?tions for Computing Feeder and Service Loads.
- Article 220.30 C,ptanal Calculation - Dwelling Unit.
- This optional me huod given in 220.30 applies ta a single dwelling unit, whether
it is a separate tiuiding or located in a multifarnily dwelting.
Sauare tooWne:
bsmt• 1st-l?r• nd flr. bonus' TtL sqfi: Watts:
Washer
Laundry
Trash compac4nr
Whirlpool
Fixed or atatiananiLaapliances:
Sump pump
Oryer 240 volt
Range 240 volQ
Cooktop 240 volt
Oven 240 valt
Dishwasher
Dispflsal
Hot water 240 volt
Sauna
Hot tub
1500
1500
1500
1500
1500
15D0
1 1176
5000
8000
8000
6000
1200
1176
4000
5000
93000
07, 20/58/ - --
7otal:
4560 ^?
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Total general load (iwatts) ..................... ... ..... .. .......................
Less 100% of the first 10.000 watts .............................................
Remaining watts .... ........................ ........................................
Remaining watts at 4C9'o ...........................................................
Larqest HVAC?
Heating
Cooling
I 72pp 7200
100% of the fir5t 10,000 watts 10000
Remaining 40°6 -1706
La est NVAC load 7200
Tota) load wal:ts i 240 vnlts 65
AM PS
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07- 2o i,5-8/
nN/1'
REScheck Software Version 4.0.1
Compliance Certificate
Project Title: RA1607 The Getz Residence
Report Date: 11/05/07
Data filename: Z:\RTA PROJECT FILES\2007\RA - Remodeling & Additions\RA1607 Getz remodeling\Miscellaneous\Getz
RESCheck.rck
Energy Code: 2003 IECC
Location: Dublin (Franklin), Ohio
Construction Type: Single Family
Glazing Area Percentage: 17%
Heating Degree Days: 5719
Construction Site:
5385 Indian Hill Road
Dublin, OH 43017
Permit Date: 11.05.07
Owner/Agent:
Brad and Ana Getz
5385 Indian Hill Road
Dublin, OH 43017
1 (614) 760-7257
Designer/Contractor:
Jamee Parish
Richard Tayfor Architects
53 N. High Street
Dublin, OH 43017
614.766.7257
jamee@rtastudio.com
Ceiling 1: Flat Ceiling or Scissor Truss: 1743 30.0 0.6 61
Ceiling 2: Cathedral Ceiling (no attic): 225 30.0 0.6 8
2x4 Walls: Wood Frame, 16" o.c.: 1077 13.0 0.6 73
Operable: Wood Frame:Double Pane with Low-E: 133 0.340 45
Fixed: Wood Frame:Double Pane with Low-E: 23 0.340 8
Door 1: Glass: 33 0.380 13
2x6 Walls: Wood Frame, 16" o.c.: 515 19.0 0.6 29
Fixed: Wood Frame:Double Pane with Low-E: 31 0.340 11
Full Wall: Solid Concrete or Masonry: 1228 0.0 11.0 63
Wall height: 8.5'
Depth below grade: 7.8'
Insulation depth: 8.5'
Operable: Wood Frame:Double Pane with Low-E: 50 0.340 17
Fixed: Wood Frame:Doubte Pane with Low-E: 8 0.340 3
Crawl Wall: Solid Concrete or Masonry: 108 0.0 0.0 33
Wall height: 4.0'
Depth below grade: 3.4'
Insulation depth: 0.0'
Furnace 1: Forced Hot Air: 90 AFUE
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
REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
AiiitE?pj - c'-? .01? •0
,
e - Title re Date
RA1607 The Getz Residence Page 1 of 4
Complrance: Pusses Maximum UA: 487 Your hlorr+e UA; 364 --> 10,6°!a $tettBrt Than Gods tJA
CITY OF DUB LIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00201581 Date 1/10/08
Revision number . . . . . . . 1
Property Address ...... 5385 INDIAN HILL RD
Parcel Number: 273-000550
Alternate Address: RIVERFOREST #99
Tenant nbr, name ...... ADDITION & BASEMENT FINIS
Application type description RES BUILDING PERMIT ADDITION
Property owner . . . . . . . GETZ ANA L
Contractor . . . . . . . . . DERRICK LAYER CUSTOM HOMES
--------------------- Structure Information 000 000 ----------------------
Construction Type ..... 53 - UNPROTECTED COMB
Occupancy Type . . . . . . RESIDENTIAL - 1,2,3 UNITS
----------------------------------------------------------------------------
Permit .
Additional
Permit Fee
Issue Date
Expiration
Qty
7.00
. . . . PLtTMBING PERMIT
desc . .
. . . . 120.00
Date . . 10/04/10
Plan Check Fee . .
Valuation . . . .
Unit Charge Per
BASE FEE
10.0000 EA RES PLUMBING >1 FIXTURE
.00
0
Extension
50.00
70.00
----------------------------------------------------------------------------
Special Notes and Comments
Match existing grades and ensure positive drainage away from
structure.
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.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- -------
Permit Fee Total 120.00
Plan Check Total .00
Grand Total 120.00
.00 .00 120.00
.00 .00 .00
.00 .00 120.00
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.
Dec 20 07 04:36p Richard Ta?jlor Architects 614-766-7259
71
PA?C MESSAGE
Date:
To:
Fax tVumber:
RE:
Frnm:
Pages To Follow:
Dear Rod,
December 20, 2007
Rod Durbin
City of Dublin
(614) 410-4747
Getz Residence
5385 Indian Hill Road
Jamee Parish
3
p.l
Attached are a few changes to the Getz Residence's foundation. Derrick Layer and we wanted you to
have these changes before inspection.
The first page shows the temporary support we wiN be using for the removal of part of the existing
foundation. The other two pages show a revision to that foundation wall different from the permitted
pfans.
(??y
Please let me know if yow have any questions. _
nin
?,
?
Jamee Parish, Assoc. AIA .
Richard Taylor Architects, LLC
? APPAOVFQ PLANS MUST BE ON
Si -11 ;-C?r; ALL INSPFCTlnNSe
Richard Taylor Architects, LLC - 53 North High Street • Dublin, Ohio 43017
phone 614-766-7257 • fax 614-766-7259
email: rich@rta?.-tudio.com tiveb: www.rrastudio.com
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Revision to Application for Building Permit
(Commercial and Residential)
Q This worksheet is for revisions to plans that have been assigned an application number and have
? been given plan approval by this department.
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o Original Application Number: 0
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Provide a comprehensive description of the revision(s) being s mitted (please atta h additional information, if ne essary):
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Check the types of revisions being submitted with this application:
CArchitectural ??Structural C Electrical C HVAC ?Plumbing EEngineering CLandscaping C Zoning
The owner of this building and the 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 the building and the buildings, and to construct the proposed building or structure or make
a the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and
? statements given on this application, drawings and specifications are to the best of t i rk n edg , true and correct.
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u 9 r -?,. Parish
The fot3o? a€e t?e st T! Pecf that s? ?Cedr ?st 'nrg the r? str?a?iu? c°.?r the
reimm Laundry iit= acd 4-alh;%.)r. As you can see, we Wil9 reeti (?) ??'LVLs to p+ck up i3he load fzarn the
existing rafDers. T#teief:i de of? r? ? t?? ? ???ag vva?l ??t?e eft The s?i ??a?ew lvls
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F:it:har _ . ? ylor, Aac'ttwM LLC • 53 N3an Ffagtt ? o DLein, {lhia 43017
phone 53.1'r3b5--72ST - ftix 5I4-766-72S9
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1, ELEMENTS OF CONSTRUCTION NOT SPECIFICALLY NOTED ON THESE ASPHALT SHINGLES OVER ~ , DRAWINGS SHALL COMPLY WITH THE 2006 RCO ANb THE REQUIREMENTS 15# ROOFING PAPER SLOPE TO MATCH
OF THE CITY OF DUBLIN BUILDING DEPARTMENT [TO MATCH EXISTING] EXISTING
7/16" APA RATED SHEATHING 12 I 2. 309.6 ELECTRIC GARAGE DOOR OPENERS SHALL CONFORM TO THE ~
SAFETY/STOP REVERSE REQUIREMENTS OF U.L, 325 WOOD RAFfERS
[REFER TO STRUCTURAL PLANS] 4 3. 310.1 EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE v ~ ~ ~ ~ L ~ ~
WIND~7W. EGRESS CLEAR OPENING 5HALL BE 5J SQUARE fEET Z X 6 SUB-FASCIA--~ 24~~ ' ~ ~ p ~ ~ Q . ~ N N V
MINIMUM ON FIRST AND SECOND fL00R EXCEPT AT FIR;T FI.OOR 5" PAINTED ALUMINUM GUTTE ~ TYP, ~ ~ ~ ~ ~
AREA MAY BE REDUCED TO 5.0 SQUARE F~ET IF SILL IS NO HIGHER i THAN 44" ABOVE FINISHED GRADE. N~ sr ~ti"~+.~'~"'~~ ~ ~ ~ Jn~~R ~U. C?~'J~~T ~ ~p cp -
z= ALIGN FASCIA i i rr ~r i~~~#~~~: ~ ~ " f ~ : LD ~0 ~ ~6~~~4~~~~ ~d,"~~' ;t~~~~.~?V) ~`~~K~.~~4 C~~~"~~~~~7' ~~~?~`~1~~~T t~~"~:~ ,~~I~~.I~~ , ~?~~4l~.~11 .C I~ I~ ~
4, 311,3 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SNALL HAVE WALLS, WITH EXISTING ~ ~,~j~"?'~~~,~ UNDER STAIR SURFACE AND SOFFITS PROTECTED ON THE ENCLOSED I- W 1 ~ CC~L~~~' C+~' ~~1J~f'~'r" ~ U O ~ ~ r'Y 1~ ~ * r. Q r j. ~ n n
IDE WITH 1~" YP M B ARD U - - I I y~~~-~ 5 / G SU 0 w 2 ~ - ~N~~~..~.,.... I"" A~~:~ ~ 4 R T C v~~~ C C~~. A, I Q 1 V t, 1~ A B L~ R ~ A G r 4 4~ G f R A~~~~ 2 6 5~-~, L , ~ t d' r o 2~ 4~ 7 4.~~i~~; P~. Y..~.......~._ ~G. .~.W..~.~.
~ „ u~ ~ ~ , TOP OF 5, 311.5.3 STAIRS SHALL HAVE 7 3 4 MAXIMUM RISER HEIGHT 10 MINIMUM I ~ ~ / , p w PLATE ~ ~ , -.-.,.,,~,.....W. G, ...M..~...«:. .w..~.~....~ #G°'~7. ~.~.....~...:r ~ ~ rl ,-i L
TREAD DEPTH AND SHALL MEET ALL OTHER REQUIREMENTS OF ~ W _ - _ - _ - _ - _ - - - ~Jyq7,~. w}~~ r ~ ~ _ ~010 .~~`r~, ~1~1~~7 ~ C~`~ S~€.~ a~..~ ~~'r~ ~1~11~. ~~t 5~~ ~ ~~.~5 ~ 3 ~it~ ~~~R ~------M-~ ° ~ ~ ~ X ~
I THE 2006 kCO. ~ _ . w~ ' ~ ~ p ~
HANDRAIL HALL BE PR VIDED N AT LEAST ONE SIDE OF EACH ~ O b. 311.5.6 S S 0 0 ~ ~ . • ~ o
CONTINUOU5 RUN OF TREADS OR FLIGHT WITH FOUR OF MORE ~ LL INSULATE TO R-3U M iJIMUM a~ ~
RISERS 1/2" DRYWALL ~ U~ ~ ~ ~ 1 X 8 CEDAR FASCIA Z Z ~ ~ ~ a~ ~ L ~ # ~ ~ . .G.~
7. 311.5.6.1 HANDRitiL HEIGHT, MEA5URED VERTICALLY FROM THE SLOPED PLANE [TO MATCH EXISTING] CEILING JOISTS ~ 0 ADJOINING THE TREAD N05ING, OR FINISH SURFACE OF RAMP SLOPE, [REFER TO STRUCTURAL PLANS] ~ ~ r ~ ~ ~
SHALL BE NOT LESS THAN 34" AND NOT MORE THAN 38" 3/8" PLYWOOD SOFFIT WITH V U ~'1,~; 2 4~ ~'t,~` ~ ~ ~ 2 ~ s
4 x 1 6 S O F F I T V E N T S W N R O 8. 311.5.6.3 THE HANDGRIP PORTION SHALI NOT BE MORE THAN 2-5/8 I C OSS ~ N ~ Q~ ~ m ~ ~ ~ ~ -
I 1 X 6 FRIE2E BOARD W SECTION DIMENSION OR AN APPROPRIATE SHAPE WHICH SHALL y ~ _ , ~ ~ ~b o
F TH HAND RIP ~ ~ PROVIDE AN EQUIVALENT GRIPPING SUR ACE, E G Q ~ O ~ ~ ° w ~ . v ~ ~ ~ ~ ~ ~ . ~ '~'~0~/~ ~ O ~`;r ~
PORTION OF THE HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH INSULATE TO R-13 ~ NO SHARP EDGES. (R-15 IF A 2Xb WALL) z 1 O ~ ~ ~ ~ ~ L ~n t, ~ $ ,s O
ST~~~~ R~ _ _ _ ; ~ ~ ~ ~ ~t w.. ~ FRONT SETBACK ~ FRDNT SETBACK r ~ Z
9. 312,1 PORCHES, BALCONIES, OR RAISED SURFACES LOCATED MORE THAN MATCH EXISTING] ~ a 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDRAILS ~ y'~ ' M g ~ ~ ~
NOT LESS THAN 36" HIGH. OPEN SIDES OF STAIRS WITH A TOTAL Cl1LTURED STONE WATERTABLE ~ p • + ~(s , ln
RISE OF MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW 5HALL (REFER TO ELEVAT10N5 FOR HEIGHT W O ~ 0 3 .1 y''4,, ~ ir. Y i 7r1 ir
' HAVE GUARDRAILS NOT LESS THAN 34" HIGH, AND LOCATIONS) ~ w Q ~ ~ 17- u ~ ~ a m ~ ~ { 1 r m ~ ~ ; t'l`~ ~ ~ a
10. 312.2 RE UIRED GUARDS ON OPEN SIDES OF STAIRWAYS RAISED FLODR 7/16" APA RATED SHEATHING ~ z ~ R ' 1/ 2" D R Y W A L L O V E R V A P O R w V- ~ 4"D` F' ( , . rl w , `r w ~
AREAS, BALCONIES AND PORCHES SHALL HAVE INTERMEDIATE RAILS 2 X 4 STUDS AT 16" O.C. RETARDER; 1 PERM OR LESS Q N OR ORNAMENTAL CLOSURES WHICH DO NOT ALLOW PASSAGE OF A '`;1 W ~ ; ~ N ~ ~ C, ~ W
0 SPHERE 4" IN DIAMETER OR MORE 3/4" APA RATED DECKING ~ o ~ ~ ~ o ~ ~ , ~ s ~ U) ~ ~ ' N "v,R ~ ] ~ . ,1 4/
, GLUED AND NAILED ' 11. 313,1 SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, FIRST ~ ~ ~y ! 1
' AREA OUTSIDE AND ADJACENT TO SLEEPING ROOMS, ON EACH STORY ~ FLOOR ~ f ~ J ~ ~ i ~ ~ 'AA~
! INCLUDING BASEMENT AND CELLARS AND ALL DETECTORS SHALL BE CULTURED STONE VENEER ~ ~ . . 1 . ~ ? 7 1~ I
INTERCONNECTED, ROOMS WITH SLOPED CEILINGS REQUIRING 2 X 6 TREATED SILL PLATE FLOOR JOISTS • SEE DETECTORS: THE LOCATION OF THE SMOKE DEfECTOR SHALL BE 3b" STRUCTURAL PLANS . - ~ ~ ~ . ~ _ A J~ . - . ~ # ' . . . ~ ~ ~ ~
~ YF M ~ ~ ~ ~ HORIZONTALLY FROM THE CEILING S HIGHE5T POINT, s~oPe GRa~E Awa Ro I ~ ~ a ° ~ y ~
I FOUNDATION (6" IN THE FIRST 10'j , 12. 314 FOAM PLASTIC MATERIALS SHALL MEET THE PROVISION5 OF THE I - _ ~ 44 - _ 44 3 ~ , , 3 / ~ ~ ~ _ r ~
$ -fl 2006 RCO l/Z° DIAMETER ANCHOR BOLTS AT ~ ~ 8 -0 ~ . 8 ~ ~ ~ ~ ° v L I a~ . -
72" ON CENTER NOT MORE THAN 12' ~ 13. 315.1 WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD FROM CORNERS AND EMBEDDED < - Y f . Y . p
o ~ ~ CLASSIFICATION DF NOT GREATER THAN 200 AND A 15" MINIMUM INTO FOUNDATION Z ~ L. _ ~ U ~ _ V t Q p ~ *
SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450 13 COURSE 8~~ CONCRETE BLOCK ~ ~ ~ 1" AIR SPACE BETWEEN ~ - ~ f t~~ H ~ i ? i + i _ ~ ~ - ? N : 9 W
FOUNDA N WALL WITH #6 14. 316.1 ALL EXPOSED INSULATIDN MATERIALS INCLUDING FACINGS SHALL REBAR AT n0 VERTl ALLY _ STUDS AND CONCRETE ~ ~ ' ; W a ~ _ t~ i. ~ a ~ , _ o ~ ~ ~ , ~ ~ _ + _ ti
HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 WITH AN Z4 O.C. C 2X4 STUDS AT 16" O.C. , o Z~.'- +~r ; z1 1 ~ ~ y z~- ~ A REM QELING 0 ~ ~ , ~c ~ ~ - ~ G t~`
ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 TUF-N-DRI WATERPROOFING m TO GRADE _ INSULATE TO R-11 + w ~ , .I . 4 l UERED ~ ~ /
1. 319.1 MAINTAIN 18" CLEAR BETWEEN BOTTOM OF FLOOR ]OISTS AND THE = w i 5 A N G L E D R E B A R T O P 1 2" F R O M T H E T O P G R O U N D W I R E T D E L E C T R I C P A N E L q p ~ ' TOP OF CRAWL SPACE FLODR AND 12" CLEAR BETWEEN BOTTOM OF OF FOOTER, TlED TO REBAR IN FOOTING , T [1F APPLICABLE] Z F RTHE. 0 : ~ gr ~ ~ '~'~F'f~Ae' A
, WOOD GIRDERS AND THE TOP OF CRAWL SPACE FLOOR (LOCATE AD)ACENT TD ELECTRIC PANEL-- - 1/2" DRYWALL ~ O . 9 i Rt ` , ~ 0
IF APPLICABLE) ~ V 16. 4D1.3 THE GRADE AWAY FROM FOUNDATION WALLS SHALL FALL A - 2X4 PRESSURE TREATED PLATE o, ~ ~ ~r 9 ~ ~ 4' , ; ~ ~ ~ i ~ a .p ? ~ t .~cr~~. ~ ~ s r3 C
MINIMUM OF 6" WITHIN THE FIRST 10 FEET ui ~,1 s $ , 0 ~ ~ ~ / G ~
GRAVEL BACKFILL ~ p 4" CONCRETE SLAB OVER 6 MIL ~ 17. 502,7 JOISTS WITH A 6 T01 DEPTH TO THICKNE5S RATIO 5HALL BE N ~ VAPOR BARRIER ON GRAVEL BASE ~ ~1 , ~ E` 9 ~ , X ~ ~ x ~ o
STEEL TIE I#4 REBAR AT 3'-0" O.C. I p I SUPPORTED BY BLOCKING OR BRIDGING IN ACCORDANCE WITH CODE, OR KEYWAY 1" DEEP X 2" WIDE U ~ ~ ~ _ - o ~ ~ ~ ~ ~ ~ s
I TOP OF BE FF AlL CONCEAL D - ~ 18. 602,8 FIRESTOPPING SHALL PROVIDED TO CUT 0 E 8" X 16" POURED CONCRETE FOOTING i FOOTING ~ G 9 ~'~;v ~ c~ ~ F~;v~ ~ / q .
Ff P HORI20NTAL AND VERTICAL AND TO FORM AN 2#5 J` DRA 0 ENINGS ( ) WITH REBAR C~NTINUOUS T C~ ~ ~e ~ ~ ~~I'~ V ~ ~y 9/~
EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN ATOP " ~ P P ~C t V a~ ~ ~
P ~ y ~ STORY AND THE ROOF S ACE 3" DIAMETER PERFORATED U ~ 3" DIAMETER PERFORATED PLASTIC DRAIN TILE WIfH APPROVED PLASTIC DRAIN TILE WITH APPROVED ~ ~ d~! ~
19. 606.13 JOISTS, BEAMS, AND GIRDERS SHALL BEAR A MINIMUM OF 1 1/2" FILTER MEMBRANE TO SUMP FILTER MEMBRANE TO SUMP ~ 5385 Indian Hill Road
! ON WOOD OR METAL AND A MINIMUM OF 3 ON MASONRY Dublin Ohio 43017 ~ ~ r
20. R806.2 ROOF VENTILATION: THE TOTAL NET FREE VENTILATING AREA SHALL / ~ ~ ~ ~
NOT BE LE55 THAN 1 TO 150 OF THE AREA OF THE SPACE VENTILATED REFERTO FiNISHED BASEMENT PLAN FOR FINISHED WALL ~I EXCEPT THAT THE TOTAL AREA IS PERMITTED TO BE REDUCED TO 1 LOCAlI0N5 u ~ ° ~
TO PR VIDED AT LEAST 50% AND NOT MORE THAN 80% OF THE SCALE: 3~4 = 1'O 300, 0 ~ r~ry ~ / ,r~ l~~r,j ~ C,.V~ ,~~J, ~I' w~ ~ ~t~`r~ J~?~J', i ! • f t I' ?
i REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS s ~ ~ ~ ,.F ° ~ ~ c~~"'~ ~ ~;~'~'~~c ~'~'~~~'r , ~k' ~``r " . ~
! LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3' ABOVE THE EAVE OR CORNICE VENTS WITH THE ~ o , , { . ~ , kI~' 1~/~l ~ 1"CA/ a'~/~r' ;~!~'~'hl,~'~"'T"a~'' ~~hl~f~'"~I,~F' r ~ ~ G Q RTA Job Numbe
BALANCE OF THE REQUIRED VENTILATIDN PROVIDED 8Y EAVE OR 1~ ti ~
CORNICEVENTS I (~°'I~`' ,
21. R807.1 AN ATTIC ACCESS OPENING SHALL BE PROVIDED TO ATTIC AREAS _ _ _ a E~'~(:~'EERq1`GCO~iFI1 ~'CE
THAT EXCEED 30 SQUARE FEET AND HAVE A VERTICAL HEI6HT OF , ~ ~ ~ City of Dublin Date
3D" OR GREATER. THE ROUGH FRAMED OPENING SHALL NOT BE ~ ' HAN 22" X30" AND SHALL BE LOCATED IN A HALLWAY OR i LESS T 8d NAILS @ 1" O.C. ' APPROVED AS NOTED , preliminar 08.16.07
O T H E R R E A D I L Y A C C E S S I B L E L O C A T I O N I N P A N E L F I E o ~ ~ ~ Y
22. R905,2,7,1 SNOW AND ICE GUARD MUST BE USED IN LIEU OF NORMAL ' 1 I ~ 0 ~ o ~ ~ Prelim Bidding 09.04.07
~ UNDERLAYMENT AND EXTEND UP FROM THE EAVE'S EDGE ~ ~n ° .W a ~ ~ , - Construction 11.05.07
i AT LEAST 30 INCHES ~ o s N ~s @ 6^ O.C. ST GERED , ~ NO EXISTING TREES WILL
~ TH AND TH EXTENSION SHALL t0 W @ P NE JOINTS S C A L E. 1- 5 O - O 23. R1003.9 FOR ALL FIREPLACES, THE HEAR HEAR ~ , 1 =50 -0 SCALE. BE REMOVED FOR ADDITION NS
' EXTEND A MINIMUM OF 36 FROM THE BACK OF THE FIREBOX TO THE ~ W ' Z ~ NORTH D NORTH ~
I END OFTHE HEARTH EXTENSION. HEARTH EXTENSIONS SHALL N a o~ EXTEND AT LEAST 16" IN FRONT OF, AND AT LEAST 8" BEYOND, Z@~ ~ , Revision Date
EACH SIDE OF THE FIREPLACE OPENING. WHERE THE FIREPLACE , m 8d N L@ 6" O.C. ~ ~ ~'~'l~1~.2, ~ . . , . ; ~/1,1{~f' ~r;, et?t 1q~+,r~ i.~3,.i.ti:~b•L.~:9~!~ Y,.7~~12t1~,i~"
' OPENING IS 6 SQUARE FEET OR LARGER, THE HEARTH ° PA EL EDGES ; ~ 'lr yn. , r / i r ~ : ~a~~~~~r~r~r ""~'"f . . - _ _ _ _ . . I ~^~r . I r1~~ .,V:.I I ~ ) I ~ L~~-.:J1 . . . y + ~ o~,~ 1 Yr:~l
I EXTENSION SHALL EXTEND AT LEAST 20" IN FRONT OF AND AT T 12" BEYOND EACH SIDE OF THE FIREPLACE OPENING ~ ~ LEAS , , a ~ . ~ ~ . . . . ~ . ~ ~ . ~ ~ . . . . - ~ ~ . ~ - . ~ , ~ ~ I-F'i:.i~ n u~f~F)E~ i.:.C~~ I Ll, ~ - ~ . ~ . . . . . . '~1~ i ~ir U6dCi'e,01~
, . ~ ~ . . - . . ~ . . i>>~ ~,~~.i~ Gi i~ t' i~~~.....~~1?s ~ ~ - I W. ~ ~ ~ ~L~,iP~ib:r~ ~i~l~;ul.~~~r~,ie ~ ~ ~ ~ ~ ~ ~ ~ ~`?~i i c~(~',I~l 5'r'.EI1J~~~':~tiY f!Ii.E ~ ~ ~ ~-~i'~
24. R1004.1 FACTORY-BUILT FIREPLACES SHALL BE LISTED AND LABELED AND a , , , SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF ~ ~ ~ ~ ~ , - V G..
li THE LISTING, FACTORY-BUILT FIREPLACES SHALL BE TESTED IN
' ACCORDANCE WITH UL 127 ~-1/2" DIAMETER ANCHOR BOLT i @ 12 FROM ENDS OF PLATE I ~e~ ~ "'"~,~r~ ~~'~~~i~~`t~,~~"~r~~~ ,~+~~r~~~~ ~ apP~ov~a P~NS ~wusr aE o~ i~~~ ~v w~s~^ 1~ e"'5.,~ ~a 1' S ~ a~ f p+:
25, M1506.1 ALL BATHRODMS AND TOILET ROOMS TO BE PROVIDED WITH AN AND 6'-0" o.C. M1~c I ~t9 i „ ` a'i~ ~"~'~kF z r~ ~ ,~4~} ~ ~e~ 4 4, ~~~~t~~,,~#~~ ~Y ~`~ry ~~'b " ~a~,,~'`,~~ ~ a~'~~ ~ ~ F , ~ ~ ~ SITE FOR ALL ~ ~ ` ~ ~ ' ~ ? INSPECTIONS " ~ ~ ~ ~ "
I EXHAUST FAN FOR VENTILATION ~ 3. ~~~~~~~~~'ii^~"~~'.~~f~~~'.ei~~~~°-u~~'~r?.R~gr,Y'~~5.k~~~~`~~'1~~'~i~~y~iF~M:.~~
~ P T ~ 26, BUILDER TO PROVIDE ENGINEERED DRAWINGS FOR REFABRICA ED ~ This Drawing And This Design Are
TRU5SE5 AND ENGINEERED LUMBER MEMBERS AT FRAMING ' , The Copyrighted Property Of
~ INSPECTION I ROOM NAME FL001 )M NAME FLOOR AREA GLA55 AREA REQ'D GLASS AREA VENTIL4TION AREA REQ'D VENT AREA EGRESS AREA CLEAR OPENING RICIIaI'0 TaYI01' AI'CI11t2Ct5~ LLC, And DIMEN5ION5 May Not Be Reproduced, Altered,
I 27. IT I5 NOT THE ARCHrTECT'S RESPONSIBILITY TO DETERMINE IF A ~ RADON ABATEMENT OR MITIGATION SYSTEM IS REQUIRED (WIDTH X HEIGHT) Or Otherwise Used In Any Manner
ING ROOM z3s.z 40.D 19,1 a~.a 9.5 N/n Without The Written Consent Of
i 28, THE ARCHITECT'S RESPONSIBILITY IS LIMITED TO DESIGN (No Scale) DINING ROOM z38.2 'I INFORMATION PRESENTED ON THESE DRAWINGS AND DDES NOT BEDROOM #3 ~8s.5 36. 23.1 38.4 ii.s ~.s 20° X 54 7/B° ~ Richard Taylor Architects, LLC, ROOM #3 288.5 0
I EXTEND TO METHODS OF COI~STRUCTION, MATERIALS, OR CONTINUOUS SHEATHING, MINIMUM 7/16" O56 OR BEOROOM #4 185.5 ~ROOM #4 185.5 38.4 14.8 21.2 7,4 8.5 20" X 60 7/B" This Drawing Is Not To Be Submitted For Permits
FINISHES USED IN THE FIELD PLYWOOD BY CODE:
SECTION 602.1D.3 - METHOD 3 ATTACHED PER TABLE 602.3(3) BEDROOM #5 227.3 29. ALL DIMENSIONS ON THIS DRAWING ARE VARIABLE TD THE EXTENT SECTION 602,10.1.1 - BRACED WALL LINE SPACING 50FT MAX ¦ ~ROOM #5 zz~.3 is.o ~s.z z~.z 9.~ ~.5 zo" x 5a ~/s" A01 GEN ERAL NOTES k1G ~e Architect's Seal Below
j OF NORMAL DIMENSIONAL TOLERANCES IN THE FIELD AND DO NOT WITH 3:1 DIAPHRAM WIDTH TO DEPTH RATIO ~ SITTING ROOM i9~.~ RNG ROOM ~9~.~ ls.o ~s.a z~.z ~,9 N/A SITE PLAN ~ ~ • ~ ~
' TAKE INTO ACCOUNT THE NORMAL AND EXPECTED SHRINKAGE SECTION 6D2.10.5 - CONTINUOUS SHEATHING AND SETTLING OF BUILDING MATERIALS FIGURE 6D2.10.5 - BRACING AT CORNERS GR055 AREA AS MEASURED AT THE PERIMETER AREAS THAT DD NOT M WALL DETAILS ~ 15 THAT DD NOT MEET THE MINIMUM REQUIREMENTS FOR LIGHT AND VENTILATION PER 2DD0 IRC SECTION R303 ~
1 ABLE 6D2.10.5 - MINIMUM PANEL LENGTHS OF THE STRUCTURE FROM THE OUTSIDE FACE OF WITH GLAZED AREAS A i GLAZED AREAS ALONE SHALL BE SUPPLEMENTED BY MECHANICAL LIGHT A"JD VENTILATION PER ' ~ '~J~~i ~ AG2 STRUCTURAL NOTES s~„ ~ AR~ 303.1, 303.2, 303.3 AND 303.4. N TI N Y%~
30. THESE DRAWINGS ARE ABBREVIATED AND ARE NOT INTENDED TO SECTION 602.10.1 • 25~-0° O,C. MAX SPACING OF PANELS THE SHEATHING LESS THE ~JPPER PART OF ANY iRC 303.1, 303.2, 303.: SPECIFY ALL DETAILS NECESSARY FOR CONSTRUCTION, THE SECTION 602.10.1- BRACED WALL OFFSETS UP TO 4'-D" TWO-STORY VOLUMES. FINISHE~ BASEMENT AREAS EXISTING CO DI 0 S ~-~Y
BUILDER AND OWNER WORKING TOGETHER WILL MAKE ALL MEASURED FROM THE OUTSIDE FACE OF DOCUMENTATION OF T JMENTATION OF THE ILLUMINATION AND VENTILATIDN EQUIPMENT AND FIXTURES NEED TO MEET THE MINIMUM ~~'nl, ,f R. JIREMENTS SHALL BE SUPPLIED BYTHE CONTRACTOR. AO3 DEMOLITION PLANS rt `t~
DECISIONS AND SELECTIONS NECESSARY FOR CONSTRUCTION. GvPSUM WALL BOARD FASTENED gOTH INSULATED STUD WALLS. REQUIREMENTS SHALL SIDES PER CODE: ~y~.~t ~ ~
31. ALL MECHANICAL, ELECTRICAL, AND °LUMBING SYSTEMS WILL BE SECTION 602.10.3 METHOD 5~ 1/2° GYPSUM BOARD WITH 7° o.c. AREA SQ. FEET SIZES ARE A55UMING 5 ARE A55UMING PELLA PRODUCTS A04 NEW FOUNDATION PLAN ~`~~~d~`',; ~ r. a~~ . _.~~,X+c,o.,z.
DESIGNED AND INSTALLED BY SURCONTRACTORS PER OWNER'S FIELD AND EDGE NAILING PER TABLE 702.3.5 ~ NEW FINiSHED BASEMENT PLAN ~ u ~
' REQUIREMENTS, AND PER APPLICA6LE CODES (5d COOLER NAILS OR MIN.^1 i/a° DRYWALL FIRST FLOOR [NEW]; 869.8 SCREWS TYPE S OR W PER ..STM C SOD2) FIRST FLDOR [REMODELEDI: 1236,8 T N DETAILS ~~~~~.~.~~a~-~'` FGUNDA IO
32. THE OWNER AND HIS CONTRACTOR ARE RESPONSIBLE FOR SECTION 602.10.4 - MINIMUh~ 48" LENGTH OF PANELS --NOT INCLUDING FAMILY ROOM ~v"3 `~'b '~`hi ~J„~H.+'p' B y 1~ y r''~1~ A 'e-0 A05 NEW FIRST FLOOR PLAN ' ~y~ `
CONSTRUCTING A STRUCTURALLY SOUND AND WEATHERPROOF FINISHED BUILDING. 7vPICnI A7 A~~ CoRNERS TOTAL [NEW AND REMODELED] 2106,6 ~~~~r~~`~r~~g~' ~~~~~~`;~rs~m`~a ~~+~F q~~~ ,a-,~r`~ "r'0~~ ~ ~ r~~~~, ~1~"~ :ry.~~~r ~ ~h~ UPPER 1NINDOWS PLAN r ,s " ,li ~ ~ ~ } ~
AND 25' OF WALL I ,U. ~v! . 14~x~~F ~ ~d s~+ a.+ ~ary~~+~r'~ .~~.~k kk 1 I~ P~:"u;n~:rx..umsaH~b~'.y;v.d~.~'kw~.w.. _<.`i-a,'~ r.,tJd~,Gar-ya?_~L~"'~n~"v..y",~~k~~_,+
ATfIC SPACE ATfIC AREA (SF) REQUIRED NUMBER OF TOTAL VENT LENGTH OF TOTAL VENT NUMBER OF TOTAL VENT TOTAL VENT A06 NEW FRAMING PLAN
' FINISHED BASEMENT [NEW]: 524,1 T TO BE VENTED VENT AREA SOFFIT VENT AREA FOR RIDGE VENTS AREA FOR HAT VENTS AREA FOR AREA (SI) r_ ~ nt G ~ n i ni nT~ c
(SI) AT 1:300 AT 9 SI/VENT SOFFIT VENTS AT 18 5I/FOOT RIDGE VENTS AT 50 SI/VENT HAT VENTS A07 FRONT ELEVATION v L~ v L iXnL i v v i L...7
' TOTAL FOR ALL [NEW AND REMODELED]; 2730J 'ER ROOFS AT FRONT OF HOUSE 656.8 315,3 17 153.0 9' 162.0 0 0.0 315.0 RIGHT ELEVATION SITE PLAN
CONTRACTOR SHALL COMPLY 1NITH UPPER ROOFS AT FRO NEW ROOF OVER NEW ROOF OVER BACK PORCH 223.0 107.0 6 54.0 3' 54,0 0 0.0 108.0 A08 REAR ELEVATION
THE RADON ABATEM ENT RE UIREMENTS FRONT AND BACK PORCH AREA: 382,7 R LOWER ROOF AT FRO NER ROOF AT FRONT OF HOUSE 267.0 128.2 7 63.0 4' 72,0 G 0.0 135.0 LEFT ELEVATION
TOTALS: 1146.8 550.5 30 270.0 16' 288.0 0 0.0 556.0 A09 SECTIONS AO 1
OF THE CITY OF DUBLIN
~
: : : < - _ : ~ _ w.~_. _ . : . ~ . ~ : : . ~
` „ :a r~r-~+°, . . . , . , . ~.W._.., , w _ _ _ . w,.. _ _ . . . ~ . _ w: r _ _._i~ , _ _ , r . .._W~.._ ":a r ~ G~ . _ . 1 . . _ . , . . w . ..:.~r--~t~- , ..w • , W. T.. . , , , , . ,w., , ~ : ; . ,,a m_ , . . _ . . ~ •v , .
, A. GENERAL E. STRUCTURAL ' h. LUMBER ~ ' ° .,.._...d._ . , t . . . ~ W : . .,.d__..~ m.G~ a - - - _ _ . . ~ f ~ . , - _ : . ~ '...r ~ h.., ..v. ,~r ._.~u.~ r.,.... t . . . . , . ~ ~ . .....,...x.:,.A . . .`.r~., - _~...,..,,6_ _T,:~.. . _ . , _ ~ ~ . : ~ .t . _ .....,,...__,a.>~...C....... _ . ~ : . t , - . ~ ( ~ ~ r.: _ . .~...........~...~,.....,.v....-...... -_..._.c._~. ...~.C,.~. _ '1 a._ -'J.' '.l.L. _ ' - . , . ...v«r , .,._i .,~,~...i..,.~. y.. r..:,e. . . ~ ~ . , . .~-m.~ -l :la ._l~, b"
. ; TOPOF ~ . 1. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFfER THE BUILDING IS FULLY ru~h . _ . . . _ . ~.r. . _1......i; L .::1: ~ ..,..n+w..... « ~ ......~.~w,.......T.. t< ~ . ' -..4_ , r 1 - ~'^r . - . ~ .r ~r.~, .,._.,.w_..~,_ ~..a::C . , . . . . . . . . , r ~ .W::.;.... , , .s ~ ~ . - - - , ..,.,.........w............:. i _~s i :'a ~ __.W., i , ~ , . ,.....u_...,.:.. ~,._i..,L, G . ..Y ~ "i. ' d . ..~-r ~ ~ 1,"',.._ . . T . ' ; ~ t h . . ~1-, , , ' y. '
COMPLETED. 1T IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES 1. MATERIALS: ~.M a. STRUCTURAL LUMBER INCLUDING BEARING AND EXTERIOR WALL 5TUDS: SPRUCE PINE FIR #2 AND SEQUENCE, AND TO ENSURE THE STABILIIV OF THE BUILDING AND ITS COMPONENT PARTS, AND ~ ' . ~ :'..w:+. I .:.'..C1 . 3.~....:-r , i t.,.,.f.f. 7J ~~:1 . . t ..4:: ~ ~ -xf t... . . . `l L. x7. ~ t ~ ~ . _ v . x.~. .~,..v. . ~s : G s . , - _ - . n . C„_,.,~ ..r .i.,.;..... , ._x>'~-"c`~ ,:ac~ ~ ~r , . , t .....w ..r . , , . . ' ~ . - - a , ,z. ~ .a .
OR E UAL, ALLOWABLE STRESSES PER THE NATIONAL DESIGN SPECIFICATION SUPPLEMENT > ' z~r?y' ~ THE ADEQUACY OF TEMPORARY OR INCOMPLEfE CONNECTlONS, dURIN6 ERECTION. THIS INCLUDES Q H T M HT 1997 EDITI~N; 19°/o MN(. M.G ti . . : . ~.n..,MV"~,1~ i ' ' ~r ..Y_.s. ~ C ; : ~ ' ~1~' ~.J_ "Y":. ~1 . _ e '...'~,.;.+;C,. .'.~:F...i: ..r~.T [ ~ . ..'i .~:.:Y' _ _,.Sv _ ~ l~.~~,.. ~ ~.1 ~ W ~ fl~!'~ 4 ~ f . ~ . ~ . s[ r,.. r , r . . , . . ~ ~ ~ ~ ~ .r~_ .r ~ . ..m . ...o . . . ~ . . a. 4, r ..c,~.,c..~~, . ~ . . ..w._:. . ~ ~ ;i
THE ADDITIaN OF ANY SHORING, SHEETING, TEMPORARY GUYS, BRACING OR TIEDOWNS T A IG ` ~ . PLYWOOD: PLYWOODt CDX STRUCTURAL II OR BETTER, EXTERIOR GLUE. FOR ROOF AND ? _ ....,:~'7"'?': :ti.`.~~ . Y~ B E N E C E 5 5 A R Y. S U C H M A T E R I A L I S N O T S H O W N O N T H E D R A W I N G S. I F A P P L I E D, T H E Y S H A L L B E b ~ r~,r.a:"x` ~r,.. ;s....~~ ,:x::_ , , .r„ R.. :;i:~~: .z.~~ ~ 1/~ ..1~.i.~,y . ; , • T . ~ ' ,,.."~...,.4,.. _._.,l" .i .~F.w. ~X.r .:.1. ~..I.r... ."'.'L - y 1 ~ ( ' ,'S. ~...:i...,_,. . ~ .'?''?'.i. .a._ ~i"" f ,a. .1.`. .$;y.. . ~ . . . . . _ , . . - _~"C~.~_ .1:..._~.'~..~.. ...7~,; .,t..., 4.~~..,... ~ ."C,,.~.7 4 ~xi.-:i'_c: "s. y ~ r.. • ~ ~ ~ .,,.~.ti , . , ~ ' .e+ re ' ~..i.~.., '.;':.'i:. ..f.:...,., ,.`":...I~.:~... A:...~:~. ~ .~:.,...`Z,"'J.SL...... .,P'!.~ 'I' . -C.~.',~TL.. 1.~.. VI
WALLS: PANEL 1DENTIFICATION IND E X 2 4/ D - 1 5/ 3 2 I N C H M I N. ( W I T H P L Y W O O D C L I P 5). F O R `'r`~ $e ti{. ; R E M O V E D A 5 C O N D I T I O N S P E R M I T, A N D S H A L L R E M A I N T H E C D N T R A C T O R' S P R O P E R T Y. T H E E N G I N E E R FLOORS: PANEL IDENTIFICATION INDEX 32/16 - 23/32 INCH. `x ..,FY L . _T . . . ~ ....I..,.. . 1.... . ,.,;i . . I..,. ,,..i.,. . A, . , ..a~a_..G .n +V /y~ V , . "L::~"~ , . i... t . t ~ , - „^7 . .,tL . , ~ ~ ~,.7[' _:4.a:,~ R;..~:~;:i, , ,~,t,'_:,.. . ,a,-..~. w r ~ ~ N N . S A t ..1 ~ '2 _ . . ,~w ,r -~i:AZ.,Z.. ,~:'.'.L:.: .y.:t:,~.t,J a ..'7 - 'LI. "F 1~1 ~ 1 ` ~ rx s:: . r A~. . .:a.:~' ~Y , _ ' : .s - ~ " .'.,.rK'c....~'. -~r; ._'...`i `.t.....~:~..-._:u: <..:,,..!i... .:.~_r- ~...~.~::-x~. ^'...:.~E._._.. ...z.,i.-~:~z
H A 5 N O E X P E R T I S E I N, A N D T A K E S N O R E S P O N S I B I L I T Y F O R, C O N S T R U C T I O N M E A N S A N D M E T H O D S O R _ x.r~ t. O S B: F O R WF,LL S: 7/1 6 INCH THICK WIfH PANEL INDEX W24, EXPOSURE 1. FOR ROOFS: ~s ]OB SITE SAFETY DURING CONSTRUCTION, FtasT j r'~.._.; ~ . , - . : _ i t.-~ 1. ~ r~ T ~ i , 4 _,_`.~..'i. ....G r.:',. ~,-=r ~ . . ~ . 'x f ~ I "6'[. t. .:x-._.~' 1..tr'~ 1:ti J 1..;„ A.k:...':' ,h 4 L ~ ,,~r a"Y r f ~ ',C . ~ s ~ w, .cx,...~ . - . _ . .....k .4 . . . a IS 1 ~ , -t T y" ' ....'.T. ~ ~
7/ 1 6 I N C H T H I C K W I T H P A N E L I N D E X 1 R 2 4, E X P O S U R E 1. F O R F L O O R S: 3/ 4 I N C H T H I C K, F ~ p p a "`x,.--?`s- c 2. IT IS SDLELY THE RESPONSIBILITY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES STURD-I-FLOOR WIfH PANEL INDEX OF 1F24, EXPOSURE 1, TONGUE AND GROOVE. • r~ ~+,r :UW - ."~:..v .~f..~: z ~y E......~. .....x. ! ' i ~L W ~ ~.-y. ~ L ' , . ~.,i..i ~ r i ,...r* x '~x., .._x....._~._, _~:...~,..i.. "IN ~ Y , ~y ~ ~~~K . ,ti... rr......_ . . . O ~L W ~ ~ ~ - ,.k
AND REGULATiONS DURING ALL PHASES OF CONSTRUCTION. THE ENGINEER IS NOT ENGAGED IN, AND d. MICROLAM LVL : MODULUS OF EUVSTICITY = 1,90D,D00 PSI, Fb = 2,600 PSI, DESIGN ~ ) ~ ~ ,N ~
' DOES NOT SUPERVISE, CONSTRUCIION. BASED ON TRUS ]OIST MACMILLAN. U O
SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT WITH THESE STRUCTURAL e. TREATED WOOD: ACQ (ALKALINE COPPER QUARTENARI~ TREATED WOOD FOR WOOD 3• MATERIALS IN CONTACT WITH CONCRETE. REQUIRED i.ONNECTI0N5 TO BE USED IN NOTES, THE SPECIFICATIONS, OR WITH EACH OTHER, THE STRICfEST PROVISION SHALL GOVERN. COORDINATION WITH ACQ, SEE NOTE 3e. TING FRONT ELEVATION ~ EXIS ~ ~ C~ ~ t-I rl L SCALE; 1/8" = 1'-0" ~:;:v,
4. GOVERNING CDDE: 2D06 RCO - t~ l0 ' _ ~ . ~ ~ ~ ~
2, SPECIFICATIONS: UNLESS SPECIFICALLY SHOWN OTHERWISE, DESIGN, FABRICATION AND ~ . ~ , : , a. ~ Arr. 'w ~ N X ~ _ : ' ~ ' . tr ; . . U ~ 3 _ ..,.w . y- ~
5. DESIGN ROOF SNOW LOAD: 25 P5F PLUS THE EFFECTS OF DRIFfING SNOW PER OBBC. ERECTION SHALL BE GOVERNED B~' THE LATEST EDITION OF: a. GROUND SNOW LOAD (Pg) = 25 PSF a. NATIONAL DESIGN SPECIFICATION FpR WOOD CONSTRUC'ION. ..w.;:'-,._.. , . . . . . . . . , . . . . . ~ ~ ~ ~ . ~ ~ ' . . . ,......~._,_,,............,.,.........__....,r ~ . . ~ _ . - ~ _ . _ _ _ _ . . . ~ _..._.w. . .
b. FLAT ROOF SNOW LOAD = 2G PSF b. U,S. PR9DUCT STANDARD PSl P RF FA R e= c. 2000 INTERNATIONAL BUILDING CObE c, SNOW EX OSU _ CTO (C ) 1.0 , ..w.: _ ; _ ' _M...__~....... . . . . _ _ . ~ . ' . _ v.__.._ , ,_._.W _.w_.__.~W :_.,..w__~. _ . LL . .n _ . _ _ . ~ ~ _ , , : . , . w.y.. . , . . . . _ . _ ~ . . .....~._.r._~, ~ M:. , _ _ . , . . _ . ~ ~ . . . . : . _ . . , ~ . _ . ~ _ . . _~~_,........__r. - _ . _ . _ . . . . . _ ~ ? _ ~ _ w. _ ~ . ~ . , w~. _ , , . ~ . . _ . _ _ . . . ._~..,w.~..._...~ _ . _ _ w . _ _ _ G.~' _ '
d. SNOW LOAD IMPORTANCE FACTOR I= 1.0 d. CABO ONE AND TWO FAMILY DWELLING ~ ) - ~ ._.~_..._..w,__.. ..__._....__.__r___..._~ : - - _ w. ..n . - _ _ . w,. . _ . ~_.w~: _ . _ W_~._.._._.__... _ _ . _ . _ . . _ _ , tlJ _ _ ._.n. _ ~ : _ . . ~ _ _ ~ _ . . . .,._,._.~___-::...~_w._._ ~.~......_...M....,., ._...w . ~ _ . - . ._.....__,.,,,._._,~._..~........_....~~,..,..,.~-~,.._~.:,-..,M_w,.. - _ . . ~ . . T POF _ ~....._..n,...., _ 0 _
DESIGN LNE LOADS: 3, CONNECTIONS ~ Y~ 6. . ~~.__r_.. .....A...~ r._ . _ . ....r_m.__,» . _ _ . - - . . __w~. „_.w__._..,._ . ~ ~ . .,__V. . . _ W ` ~ _ . _,..c:~.~.,,.. . . ,..w.:..~_.,..,a. ._w..~ . ,......Y___._. _ . _ _ _ . . . _ .
a. FIRST FLOOR = 40 PSF a. JOISTS TO SIDES OF BEAMS: 16 GA. GALVANIZED STD. JOIST HANGERS, UNLE55 SHOWN "'W."` . . . . . . . . . . . . , PLATE ~ V I , , . . . . . . . . ; i ~ , . , : , . - ~ . ~ - - . . _ . . ~ ~
I b. SECOND FLOOR = 4D P5F OTHERWISE. ~ G ATTIC = 2D PSF (AREAS WHERE HEIGHT I5 30" OR GREATER) b. RAFfERS AND TRU55E5 TO TOPS OF WALLS AND BEAMS: 18 GA. GALVANIZED HURRICANE ~ p p Q ~a aa . _ . , ` ~ ~ , . . . , . -
d. EXTERIOR BALCONIES AND DECKS = 60 PSF OR OCCUPANCY SERVED. ANCHORS. - c. PLYWOOD TO FLOOR ]OISTS - GLUED AND NAILED - USE Sd COATED SINKERS AT e. ROOF - z5 PSF ~ . . . . . , . ` 2
6 INCHES O.C, AT PANEL EDGES AND 12 INCHES C/C AT INTERMEDIATE SUPPORTS. , . , - ~ , . , , ' . . , . . ' Fl Rs r ~ t
7, WIND DESIGN PARAMETERS U5E ADHESIVES MEETING APA SPECIFICATIONS APG-Ol AND APPL[ED IN ACCORDANCE a. BAS1C WIND SPEED = 90 MPH WITH MANUFACTURER'S RECOMMENDATIONS. , . ; . _ _ . ~ L . ~ : " ' F~ooa , . . . . , . , . : ,'I .
b. WIND LOAQ IMPORTANCE FACTOR = 1.0 d. PLYWOOD TO ROOF TRUSSES OR RAFfERS - NAILED - U5E Sd COATED SINKERS ~ O Z
C. WIND EXPOSURE = EXPOSURE C AT 6 INCHES D/C AT PANEL EDGES AND 12 INCHES C/C AT INTERMEDIATE SUPPORTS. ~ ~
8, SEISMIC DESIGN PARAMETERS PROVIDE PLYWOOD CLIPS AT MID-SPAN OF PLYWODD BETWEEN SUPPORTS. a. SEISMIC USE GROUP = B e. ALL METAL FASTENERS, CONNECTORS OR OTHER HARDWARE IN DIRECT CONTACT EXISTING REAR ELEVATION ~n
b. SITE CLASS = D WITH ANY PRESERVATIVE TREATED LUMBER SHALL BE STAINLESS STEEI NPE 304 OR SCALE~ 1/8" = 1'-0"
C. WINTER TEMP.= 0- 10 DEG. F TYPE 316 OR HAVE A GALVANIZED COATING THAT COMPLIES WIfH THE ASTM A123 CLASS D STANDARDS FOR FASTENERS AND HARDWARE. THE C4NNEGTORS AND FASTENERS e¢snne apno
9. SOIL DESIGN A55UMPTIONS MUST BE MADE OF THE SAME MATERIAL FOR COMPATIBILITY. a. ASSUMED ALLOWABLE SOIL BEARIN6 PRESSURE FOR FOUNDATIONS = 1500 PSF f. WHERE RAFfERS ARE NOT PARALLEL TO THE JOISTS, RAFfERS SHALL BE TIED WITH A
b. EQUIVALENT RUID PRESSURE FOR WALL LOADING = 60 PCF RAFfER TIE LOCATED AS CLOSE TO THE PLATE AS P055IBLE. RAFfER TIES SHALL BE 1'ro r5~li' ~'~6'r5'~tl" 1'-fi'x5-ll' 1'-GxS-LI'
C. IT IS THE C~NTRACTORS RESPONSIBILiTY TO VERIFY THE SOIL IS ADEQUATE TO PLACED NOT MORE THAN 4' O.C. SUPPORT THE STRUCfURE AND THAT THE ASSUMED WAIL LOADING IS CORRECT. g. WHERE CEILING ]OISTS ARE NOT PARALLEL TO RAFTERS, SUBFLOORING OR METAL STRAPS
ATTACHED TO THE ENDS OF THE RAFfERS SHALL BE INSTALLED IN A MANNER TO PROVIDE A B. REINFORCED CONTINUOUS TIE ACRO55 THE BUILDING, OR RAFTERS SHALL BE TIED TO 1-INCH BY 4-INCH i ~ ~ ~
CONCRETE MINIMUM 5I2E CR055 TIES. THE CONNECTIONS SHALL BE IN ACCORDANCE W1TH THE TABLE R602.3 i i ~ ~ i a 7
1. MATERIALS: OR CONNECTIONS OF EQUIVALENT CAPACITIES SHALL BE PROVlDED.
a. SPECIFICATIONS: IN GENERAL, COMPLY WITH ACI 3D1-99 "SPECIFICATIONS FOR STRUCTURAL 4, MISCELLANEOUS: CONCRETE," a. USE ONE UNE OF SOLID BLOCKING OR CROSS BRIDGING AT B'-0" 0/C MAX. FOR ALL JOISTS
6. STRUC7URAL CDNCRETE AND RAFfERS, USE 50LID BLOCKING AT JOIST AND RAFTER BEARING. ~
CLA55 LOCATION F'C b. IT IS ASSUMED THAT THE STRUCTURAL SHEATHING WILL PROVIDE LATERAL BRACING FOR n -r I FOOTINGS, PIERS, 300D THE STUDS AND ENTIRE STRUCTURE IF SHEATHING IS NOT PROVIDED, U5E SOLID BLOCKING 17'-Y 1
AND UNDERPINNING. AT MID-HEIGHT FOR AlL EXTERIOR STUD WALLS AND INTERIOR BEARING PARTITIONS AND ' . iy 4'-0't3'_9' 6, ~ a•-e• x s~~a•
II INTERIOR 5LAB5 ON GRADE, 3500 METAL DIAGONAL BRACING AS REQUIRED FOR LATERAL STABILITY OF THE STRUCTURE. WALLS, AND ALL INTERIOR C. USE DOUBLE JOIST UNDER INTERIOR PARTITIONS, UNLE55 SHOWN OTHERWISE. p y - - _
CONCRETE NOT OTHERWISE d. USE DOUBLE STUDS UNDER BEAM AND LINTEL BEARING, UNLE55 SHOWN OTHERWISE. `Y1J. ~.J. ~ i 4 ~e g Y ~ 3'~]"z5'-a' 3'~PM5~5' ~ 1 ~ . R •
IDENTIFIED. e. APPLY CONTINUOUS BEAD OF ADHESIVE ON JOISTS AND GROOVE OF TONGUE-AND-GROOVE ' • BASEMENT WALLS (with air) PANELS. ~ ~ M1 rv
III EXTERIOR SLA85 ON GRADE, 4000 f. IN AREAS WHERE TOP CHORD OF TRUSSES DO NOT RECEIVE PLYWOOD OR OSB O i i i ~G
RETAINING WALLS, PIERS AND {with air) SHEATHING, PROVIDE 1 X 4 CONTINUOUS BRIDGING PERPENDICULAR TO TOP CHORDS COLUMNS PLACED INTEGRALLY AND SPACED AT 3'-D" O.C. Masr~R ~~R . M DELING ~ ~ A RE 0 ~
WITH 6A5EMENT WALLS, ANO . BEFORE APPLYING FINISN FLOORING, SET NAILS 1/8 INCH BUT DO NOT FILL, AND LIGHTLY B DE ROOM_ 6'~WOR~O ¦ CE111NG
ALL EXTERIOR CONCRETE NOT 9 ve•~woa~a SAND ANY SURFACE ROUGHNESS, PARTICULARLY AT JOINTS AND AROUND NAILS. OTHERWISE IDENTIFIED. h. PROVIDE AND 1N5TALL BRIDGING FOR PREFABRICATED WOOD TRUSSES AS 1NDICATED RTHE. FO 0 MASTER BATH O
c. ALL DEFORMED REINFORCING BARS: FY = 60,000 ON THE TRU55 MANUFACTURER'S APPROVED SHOP DRAWINGS. OFF[fE KIT[HEN ~ ~
Y i. WHERE FLOOR JOISTS SPAN PARALLEL TO FOUNDATION WALLS, PROVIDE 2X BLOCKING C. MASONR EQUALTO THE JOIST DEPTH AT MAXIMUM 24INCHES ON CENTER BETWEEN BAND BOARD ~ ~ i s o, , , , , . ~ o o ~ ~
1. SPECIFICATIONS: MASONRY CONSTRUCTION AND MATERIALS SHALL CDNFORM TO ALL OVER WALL AND ADJACENT JOISTS. EXTEND BLOCKING OVER MINIMUM THREE JOIS7 SPACES. ~ ' i Ile"fLp00.70 , , . j V QfLING
RE UIREMENTS OF "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-99/ASCE 6-99)," BLOCKING SHALL BE ADEQUATELY FASTENED TO THE FLOOR SHEATHING. Q PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE, DETROIT, MICHIGAN, EXCEPT AS i U U ~ ~ILV ROOM ~a CEIL[NG
MODIFIEb BY THE REQUIREMENTS OF THESE CONTRACT DOCUMENTS. 5. OVERLAY FRAMING: RAFTER SET MAXIMUM RAFfER SPAN RIDGE BEAM O 1 i
MATERIALS: 2X6 9'-2" 2X8 2. : . i ] /1' . , . . . ~ ~ ¦
a. CONCRETE BLOCK: ASTM C9D. MINIMUM NET AREA COMPRESSIVE STRENGTH OF C.M.U. = 1900 PSl. 2X8 12'-1" 2X10 b. MORTAR: ASTM C270 (USING THE PROPERTY SPECIFICATION METHOD, PARAGRAPH 3.2), TYPE S, 2X10 15'-5" 2X12 , ~ , u I1. ry I ^ .
MINIMUM COMPRESSIVE STRENGTH = 1800 PSI, 2X12 18'-9" 14" LVL ~ ^ '-]•r]'.IY
C. BOND BEAM AND CORE FILL: ASTM C476, COARSE OR FINE TVPE, PLACED PER ACI 53D.1, TABLE 7. d. JOINT REINFORCING: HOT-DIPPED GALVANIZED FINISH, 9 GAGE MINIMUM SIDE WIRES AND CRO55 F. PREFABRICATED _ ~ . . . . . . . , . . . ~
W RE5 EX EPT USE 3 15 INCH DIAMETER SIOE WIRES WHERE "HEAW-WEIGHT" IS REQUIRED. WOOD TRU5SE5 I , C / fi'~ 5385 Indian Hill Road ~ ~ z e. , , , a~~
e, BAR REINFORCING: ASTM A615, GRADE 60, UNLESS NOTED OTHERWISE. 1, PER MANUFACTURER'S SPECIFICATIONS ~ f. WIRE TIES AND ANCHORS: RECTANGULAR TYPE, 3/16" DIAMETER WIRE TIES Dublin Ohio 43017 ~ M ~ D1N1NG R00
(HOT Db??EQ GALVANIZED), CLIMATIC Ah1D G€OGRkRbIC D€~ICN CRITERIA FROM ~~05 RCD: ~e~ ~oaaTo ' ; ' ' ' ~ ~ ~ ~ , ' ' : ' ' , ; csuxc
g, PROVIDE 100% SOLID BEAR.ING, MINIMl1M THREE COURSES UNDER BEAMS, TWO COURSES UNDER IINTELS. ROOF SNOW WIND SEISMIC SUB]ECT TO FROST SUB]ECTTO SUB]ECT TO WINTER DESIGN TEMP. ' BED0.00M d2 ' r '
h. FILL CORE SOLID AROUND ANCHOR BOLTS. LOAD (SPF) SPEED USE GROUP WEATHERING DAMAGE DEPTH TERMTfE DAMAGE DECAY DAMAGE FOR HTG. FACILITIES ~ 3 fAk0.GE "
' i. PROVIDE 100°/a SOLID BLOCK5 OR 50LIDLY-FILLED HOLLOW BLOCKS FOR AT LEAST 4" ALL AROUND ALL EXPANSION BOLTS. 20 P5F 90 MPH I SEVERE 36" YES YES 3 DEG. F BEDRnnM #4 ~ ~ . ` R()(1M #4 ~ 5'-S 1(1" gp~ np00.To
3. LINTELS; PROVIDE LINTELS OVER ALL MASONRY OPENINGS AS INDICATED ON THE DRAWINGS OR WHERE , LEtItNG '
NOT N~TEO AS PER THE TABLE BELOW. PROVIDE MINIMUM 6" BEARING EACH END. BEDAOOM#3 .,p ~,j RTAJob Number y ~a 1,8. ` .i .0 g,
MASONRY OPENINGS SECTION TO 4'-0" L 3-1/2 X 3-1/2 X 5/16 b~ \ ` ?
4'-1" TO 5'-6" L 4 X 3-1/2 X 5/16 LLV
' S'-7" TO 6'-D" L 5 X 3-1/2 X 5/16 LLV 6~fi' x6'.S' 6~fi' x6'.S' .
D, STRUCTURAL STEEL Date ~ , , k?t r . . . 'i~ nry ~ ~iP.
1. MATERIALS: pa• . . . Preliminary 08.16.07
' a, STRUCTURAL STEEL CHANNEL, ANGLES, PLATES, ETC.: ASTM A3fi, FY = 36 KSI; STRUCTURAL STEEL Prelim Bidding 09.04.07
WIDE FLANGES: ASTM A572 OR ASTM A992, FY = 50 KSI; HIGH STRENGTH BOLTS: ASTM A325 OR ~ A490; ANCHOR BOLTS: ASTM A3D7 OR A36; ELECTRODES: SERIES E7D; STRUCTURAL PIPES: ASTM EXISTING FIRST FLOOR PLAN -
A53 OR A501; FY = 35 K5I MIN; SQUARE AND RECTANGULAR TUBING: ASTM A500, FY = 46 KSI; Construction 11.05.07 SCALE: 1/8" = 1'-0"
EXPANSION BOLTS: HILTI "KWIK-BOLT II" OR APPROVED EQUAL. ALL PIPE COLUMNS ON PLAN TO BE STANDARD STEEL NON-A~JUSTABLE NaTES:
~I b, MINIMUM BEAM BEARING ON MASONRY = 7-1/2 INCHES UNLE55 NOTED OTHERWISE. -B' CEILINCS UNLESS OTHEPWISE NO~ID -!'-9' WINOaW H&0 NqGHr
c, MINIMUM BEAM BEARING ON CONCRETE = 5 INCHES UNLE55 NOTED OTHERWISE. ~ d. EMBEDMENT LENGTH OF EXPANSION BOLTS INTO SOLID MASONRY OR CONCRETE SHALL BE Revision Date
A5 FOLLOWS:
1/2 INCH DIAMETER BOLTS 3-1/2 INCHE5 EMBEDMENT 3/4 INCH DIAMETER BOLTS 5 INCHES EMBEDMENT
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i 1 y + ~ ~~~i~ / ~ 4'i i i I y~ REMOVE ALL WALCS ~~,i~ i 1f ~ 4`~ i ' ~ ~
I ~~~~o I " DESIGNATED WITH ~ ~ ' ~ DA5HEDLINES ~ REUSETHISDOOR '=r+~ ~ ~ Dublin Ohio 43017 ~ ~ ~ .
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ti ~ ~ TO BE REMOVED WHERE NOTED ~ , :h
s~ REMOVE BRICK IIII ~ BY DASHED LINES ie , ~ Date
I o WHERE DESIGNATED IIII r. ~ ~ ~ . ~ ~ . ~ ~ WITH DASHED LINE5 V;b-„ ~ ~
~ 4=M I ~ ~'i r-b Prelimina ; ry .1 .07
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. , ; ' PORCH TO BE REMOVED ` ~ ~ , _ _ _ _ . ~ „ ~ i R; 1.05.07 :,.`I , ~ . , _ , . . . .
~ „ ~ ~ ~ „ ~ ~ ~ ~ ~
~ „ ~ ~ ~ „ ~ ~ ~
~ „ ~ ~ , ~ ~ ~ ~ ~ ~ ~ ~ Revision Date ~
~ ~ ~ ~ ~ ~ ~ ~ ~ ,-„------------------------i.,",~ ~ ~r. . , ----------------i'j• ~
. . ,r.,_~ 4„~------------------------='"','~ ~ , . 4 = 1~_0,~ ~ ~
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'~'i- This brawin And This Desi n Ar ~ g g e FULL BASEMENT The Co ri hted Pr
~ ~ pY 9 operty Of Richard Taylor Architects, LLC. And
~ CRAWL SPACE ~ ° "i~ i ACE ; a~ ~ Ma No ~ o y t Be Reproduced, Altered,
, ~ ~ 0~ Otherwise Used In Any Manner
I ~ ~ a` l; e~ ~ Without The Written Consent Of
~ ~ ° RichardTaylorArchitects LLC, ' ~ ~ ,
~ „ ~ ~ D ~ '°~y~ u ~ ~ ~ ~ ; i This Drawing Is Not To Be Submitted For Permits
;i ~ , ^ ~ < i o O , i ` i Wi~!l,N~Fd~Architect's Seal Below i o , - ~ , s o i , - <
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~ ~ ~ ~n.• ~ ; ; , ; ;4;~.~~,' TAYLOR, Jft. ~yyyy~~
~ I I ~ L~N~~ Ji'4~f REMOVE FOUNDATION UNEXCAVATED ~ ~
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~ II 11
I~ . ii n NOTE: ALL PIPE COLUMNS INSTALLED PER THE ABOVE - DETAIL SHALL BE CONSIDERED AS A FIXED COLUMN
SI,ALE : 3/4 =1-0 16~-11~~ FDR LOADING PURPOSES. IN AREAS WHERE THE
TABLE SCREW CANNOT BE ENCASED PER THE AD]US SCHEDULE 40 ADJUSTABLE DETAIL ABOVE, IT IS THE BUILDERS RESPONSIBILITY
24" DIAMEfER X 36" POURED N EXCAVATION SHOULD NOT BE EXPOSED FOR MORE CONCRETEFOOTER ~ PIPE COLUMN - SEE PLANS TU VERIFY THAT THE COLUMNS INSTALLE~ ARE
THAN ONE DAY. ONCE EXCAVATED, POUR CCNCRETE , r - , • i g . „ I BACK AS SOON AS POSSIBLE 50 THAT THE SOIL - ALIGN WIfH EXISTING SLA ,"r LL FOR REQUIRED DIAMETER {I.D.) RATED FOR THE LOADS LISTED ON THESE PLANS, ~ ~ „ , , ~ ~ ~
UNDERTHE FOOTING'IS SUPPORTED AND ~ ~ N O na ~ ~ ~ N N CONCRETESL ~ ~ ~
NOTVULNERABLETOSETTLING,ETC. EXISTING WALL ~ 19'-8" I p1 I PER PLANS ~ V I I O
~ ,__.......__~I EXISTING SLAB = ~ ~ ~ ~ Q 4'-1 1/2" 15 -6 1/2 =O i Z ~ ~ ~ _ Q ~ i,g ~ LO l0 ~ ~i.i O tD lp ~
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~ DRILL AND EPOXY IN PLACE ~ " ~ 'y REMOVE AND REPLACE PORTIONS OF T"~ NEW SLAB i n i ~u , ~ ~ . r~ . . ~ - ~0 t0 .,A ~ u u
" I=, s~~4` " i ~ ~ G E X. I S T I N G C O N C R E T E P A T I O A S N E E D E D ~ P ,-~i ~ n i im TO ACCOMODATE NEW WORK a ~ ~ ~ • ~ 5. I+~!~1 Rn _ 3
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~ I ~ THAT VERIFYIN FIELD i i, I L, . _ - , ~ . I Q
I ~ THESE POINT LOADS ~ ARE LOCATED ON THE EXISTING ~r . ' ._-'""'_"J G T
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~ O .~s ~ ~ F N rn p MATCH EXISTING i ~ u = J ~ FOOTING ELEVATION ~ o~ p . I-N p~~~ y" F u~ MINIMUM 16 X24" Number = x , a~ , RTA Job ~ W ~ ~ ACCE55 PANEL
x p, ~ W ~ LL`,~° D ACCE55 PANEL ON THIS WALL ONLV W W d 4~ + x u ~ ~ N t - • 1'-0~~
N l~j 0 2'-4 1/2" I w w BEARING WALL A~9 . . , , i N O;D = U 1" Q J D a ~ ~ Jg ~
~ ~ ~ ~ = N ABOVE -0 ` - 1-4 NEW CRAWL ACCESS: I J ~n x ~ N ~ N p ~ w „~a ~ u~i 2 2X10 {FLUSH ~ MINIMUM 18"X24" 3 ~ W •p M N r~ r
Xr' ~~n rn0 ( ) ` ° ~ W M~ 3 , . n r--- ~ ° 6'll" CEIIING ~ ~ W o~------- . ~ _ Date " Z , , . _ a ~ , - -
~ tn W O , . .;,.ai I - ' i i ~ ~ - - _ i i - f . Z~~ , i i._~-~-~ _ ~ . - . ~ - , , ~ ~ ~ - . ~ , ~ ~ , Preliminary 08.16.07 i , UNp~RP~N D AIL~IN, , , ~
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i ip D,..,i REF~K'T~,"F0.'~NDAI'I.~N.QEI`~Vl ~ WATER MEfER i ~ ~ 0 0 : ~ ~o = - I i i ` ~ o_ _ Prelim Bidding 09.04.07 ~ ~ i - - - - - ~ i i J~ ~ I 1 I I I I I I ~ ~ 3~-11~~ 11.05.07
' - ~ ~ cn~ 1 4" L~/ F~U H~ s~-ii~~ ~ ~ ~ i iFQ~ii 9~ 11 ~ b i i i o ~ ; , „ . ; ; ; ; , ~ ~ ~ Construction :~~~'r;; ~ Q o , 2-4 1/4 v 3' 4" ~ ~ CRAWL SPACE ~
i i_ N Ji i i i i i i ~ , ~ , ~N , ~ ~ ~ ~ ~ ~ ~ ~ CRAWL SPACE N N ~ ~ ~ ~ ~ ~ „ ~ ~ ~ N~ 'I ~ ~ ~ ~ ~ ~ ~ 13'-3 1J4 i ~ ~
I I aq I i i i i i ~ ~ ~ ~ F' . ,I ~ I t~ N I I i i I i i I I I .~I UI . } Q~ Q _I I I ~ a~ i i i i -
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i i~ ~ ~ ~ ~ i I _ M i ; ~ ~ ~ OPEN UNEXCAVATED ~ ~ ; UNEXCAVATED Revision Date ~ NEW FURNACE j ~ ~ ~,,a i i i
NEW FURNACE ~~ooo ~ ~ ~ ~i i J " _ 1 . . ~ . . . ~ ~ I I ~ I P I~ _ i i Q i ~ i i I ~ ~ TO SUPPLY ADDITION i ~ ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ d i i i~i i i i i i i i i i
TO SUPPLY ADDITION i i i n ~ ~ ' Q Q i QO i i O~io ~i i ~ ~ i ~ i Q N Q ~ ~ „~~i ti~ ~ i ~ ~ ~ ~ - I~_~ ~ i i i.i i i i= i i i i i i i I I I~ ~ I I N I I I I I I I I I'y I I I= I I I ~ I I
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~ , - _ i i„ , ~ ~ ~ i o i MAINTAIN 16" CLE o i i o ~ ~ ~o ~ ' BEAM POCKE7 ' OF FLOOR ]OIST5 AND TOP OF CRAWL I _ ~ lifV EI~PIN D,AI~~IN.SH DED A ~ ~ ~ ~ ~ ~ ~ i ~n i iD ° ~ DE PIN,DETA L IM, , w ~ i t` ~ti i i i i i~ i i i i SITTING ROOM t ~ i ~ ~S~IAbED~~R'~A ; ti • - ~ - - ~ - - - ~ - ~ - i i ~ i _ _.w, DROPPED ~ i i
~ n o i '°t~~•~_L~ ER:TO"Fbl'l1~DAfiTON'D~TAI~.A"• L___ rr t~ i ~ SPACEFLOOR. UNDERFLOORSPACES i _ ~ ~ ~_r'_~_= J 0- -i ' r - - - j - - - - - - ~ i - SOFFIT ~ ~ ~
i i 0 i--- i i i SHOULD BE PROVIDED WITH 1 CFM OF AIR ~ ~ ~ , W8X 4 DROPPED i i 2X2 WALL - v~~~+~ ~ r ~ , r~i. t~ ~ ~ ~~~~r ~ ~ :
' ~x LL~ BEAM POCKET „i ~ ~ ~ ~ EXCHANGE PER 50 SQ. Ff. OF CRAWLSPACE I oi iN 18'-9 3/4° `-5'C4URSE; S"BL'QCIFWAtL-' i WHEN INSULATING CRAWL WALLS , N, F a S EEL BEAM ~ ~ ~ BATH ~ ~~~~R ~ ~b~~~ ~cfi~ ~~i~, ~fi au ~ ~ r~ ~ I I ~ i+.~w'~t'"~A 4 ~ ~Ft ~"~4'~~~"4. ,.'~y ~~~i1~wl~r~a ~ ~M~Y4~. . ,y .1 ~ DROPPED : a = ~ ~ t.~` ~r'~~ ry ~"a~ c,~f t t h~.~ ~`~~v'~"
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~ i~ i~~~~ 0 N I, ~ (2) 9 1/4~~ LVL (FLUSH) i i 12" DIAMEfER X 36" DEEP ' I i ~ DROPPED ~CM i .
~ ~ ~ i i i , , , , CONCREfE FOOTER I ~ CEILING , This Drawing And This Design Are ~ i ~
i y~ I'--- ~ REFERTOFINISHED ~ ~ `r ' SITTING ROOM The Copyrighted Properky Of i 12" DIAMETER X 36" DEEP ~ Z~"4° ; Richard Taylor Architects, LLC. And
~ ~ W10X17 DROPPE N N-A STABLE 3 1 2" ~ BASEMENT PLAN FOR i i ~ ~ ~ 0 DJU I F HED WALL ~ ~ ~ ~ STEEL BEAM DIAMEfER STD. STL. PIPE ~ C~ INIS N ; i ~ 3 z" CONCRETE FOOTER ~ ; May Not Be Reproduced, Altered, ~
Ji ir ~ i~ LOCATIO 5 Q~ il C LUMN ON 36" X 36" X 12" ~ ~ J , , m O ' ~ VERIFY DIMENSIONS Or Otherwise Used In Any Manner i ~ 5'-0 1/2" 13'-3 1/4" i
I i i ONCRETE FOOTING WITH i~ i~ ~ i Q ~ 4 ~ ' 3 #SREBAREACHWAY ~ _ ~ ; iz'-3 3/4~~ Without The Written Consent Of
Yi f - I~~~ ~y i ~ Ui ~ ~ iii ~ i i Oi Q ~ ; IN FIELD Richard Taylor Architects, LLC, ~ ~ ~
in ~ ~F a~ wl~l W o i i _ ~ ~ E o i \ i This Drawing Is Not To Be Submitted For Permits
~ N N - I 1 I ~ ~ I ~ U Im ~ D I I ~i I N ~ ~ ~ I \ / I Q 0 N ~ I I ~ ~ + ~ A09 ~ ~ ° M ~ . ~ Without The Architect's Seal 8elow i F ~ ~ ~ ~ ~n ° i
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, ~i i4'-0 3/4" r~n ~ v~i ~;V a i i ' u1 i ~ i ~ 1" FROM FOUNDATlON WALL ~'r'~~'`.r, ~ A. ; , ~ ;~r r D ~k
i i ~ rn0 x ~c~ii i i I i I N tD n ~ ~ ~ ~ r '~I~~-1AR ~ ~ ,
i i ~.-i ~ii~ Q+ O i i ' ' N BASEMENT ~ ~ ; ' o BEDROOM #5 ~ t ~n -r JR. ~ ; ~ ~ ,~,f~~~~ ,AYLJR, y~
~ ~ , ~ ~ ~ ~ 8" CONCRETE BLOCK i i i i in N I V _ ~
i i ~ i i ~ ~ FOUNDATION WALLS. i i i (2) 2X8 ' ' i i i ~ , ` ~ - = = ~ E889 ~ N
~ i o i i i ° 4" POURED CONCRETE i ;y i i iX SLAB OVER 6 MIL VAPOR i i ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ i ~ i ~ ~
x~ ' iN BARRIERONGRAVELBASE ' . i ~ i Z ri~'P,+ i ~ 1'-8 ~ ~ i i i i h.~ ~
o i i i~. ~ i i--- 5'-0" x 5'-0" i i ~ ; w i i i WINDOW i i ~ i ' 2 3 2 6 U~i i ~ i i i ~a''"~' er + x~~ ,i ~c '4ru~'f~.~:~ f~ ~~n~ 1~
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Q _ i i _ SUMP i-' i Q i i m ! - - - + - - (2)2X8 EGRESS i m ~ _ i i i +~k~ , , ttr`~ ~w n ~"3 ~s~ i~,~y i - - , tYx'~r~~~~r,~~,s~~~ ~ ~~~~`~r~f i - - - - - - - - - I~ov ~ ° * r^~ ~ ~ r ~vM I I r~t it r h•: '4r b{ yl ~l, u: ~ ~ ~ ~ ~ o..~. ~~i,.Y.1 b,,,.. u.~.m A`„Rri ,u.+.~4 ugbkr~"F+rN. ~w,~9""~+vt~t~' utl~F~
i - - - i ~ i ~ i ' i ~ ' ~ ~ I I ~
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I _ ~ i~ i I WINDOW i~ i ~I C,~I C~ I TT ~ I e~ e~ ~ ~ ~ ~ niG~n~ ~TnITCN~n RoCFMFNT
I ~ i i i 4'-0" WELL 4'-0" r V ¦m r t ¦ ~ - - - - - - IvLVV 1 11v1J1 ILV ~ ~
:Rl E F ~ I~ M ~ ~ i i
SCALE: 1/4" = 1'- " ~ ' SCALE: 1/4 19CM INDICATES CARBON MONOXIDE AND SMOKE DETECTOR LOCATIONS
I 6'-41/4" 6'-41/4" 2'-0" 4'-0" 4'-0" 2'-61J2"
~I
10'-41/4" 10'-41/4" 6'-0" 6'-61/2" 9'-4" 17-0" ~ INDICATES SMOKE DETECTOR LDCATIONS
II 20'-8 1/2" 12'-6 1/2" 10'-4" 16'-0" AO
I 59'-7"
19'-8"
I 2'-4" - - - 17'-4~~ EXISTING PATIO
~ 5" 16'-1" 1D" NEW TRANSOMS NEW TRAN50M5 VEW TRAN50M5
j ~ AROVE TO MATCH ABOVE TO MATCH BOVE TO MATCH NIDTH OF NEW CUSTOM TRANSOM
'i P055IBLE GRILL CUSTOM TRANSOM WIDTH OF NEW WIDTH OF NEW I LOCATION ABOVE WINDOWS (2' TALL) WINDOWS (2' TALL) :NDOWS (2' TALL) ABOVE
~ SINGLE WINDOW SINGLE WINDOW SINGLE WINDOW SINGLE WINDOW SINGLE WINDOW
1OX10 COWMN NON-BEARIN TO REPLACE EXISTING TO REPLACE EXI5TING TO REPLACE EXISTIN (TYPICAL OF 3) COLUMN DOUBLE WINDOW DOUBLE WINDOW DOUBLE WINDOW 1 REPLACE EXISTING TO REPLACE EXISTING DOUBLE WINDOW DOUBLE WINDOW '
i~
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~ ' ~ i~ - i ~ ~ - ~ ~ ~n ~n o
~ Q1 i i i =O ~ ~ co Q , i \ _ o~ N N ~ = o U ~ I~ I~
a ~ ~ COVERED PATIO Q ~ i i p
~ ' EXISTING PATIO ~ ' ' ~ ~ ~ t4 l0 - ~ 0 T~ ~ t~ l0
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in X ~ ~ E ~ i ' ' ~ o U~ 3 ~ ~ ~ •o ~
~ W ~ iv CEILING SLOPES DOWN z; + ' a c IN THIS DIRECTION ~~z , ~ ~ ~ v
' ' w ~ 5, . .f, w FAMILY R~OM i i U ' ' ~ v R M ~ ' ' ~2. ` ~ ; ; ~
n i i p~(~ .a ~ ; ; REFER TO "TYPICAL MASONRY ai~ .H fi, ,
~ ~ ~ ~ FIREPLACE SECTION" DN SHEEf A09 ~ ~ ~ ~ ~ ~ '
N M I I ~11 ~ I rl I I ~ j; ~ ~ m
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~ w 3 b0" T LINEN o ~ ' i ~ - - ' ~ ~
~ w u ~ CA NET ~ ~ M ~ , n s; , ~ -~~a~ ~ r' i t, n pk
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I ~ a' ~ ~ ~ O ~ ~ ~ ~ ~ ~ ~ 3'-0" ~ SEAT ~ ~ ' ~ i ~ ` I { °Y' f ~ 4'M u2-.'S3r`~F? I ~ x ~ ~
NQ ~Z „ ~ ~ Wmi ~ 2X6 WALL ~ 60 TAL~ WALL 4? F~ i ~ ' ~ F. I 1 .1 .1 i
a i ~ ~ i al h;~ i i G = i ~-r Uli ~ . 0 I ~ ~ ~ I ~ + ~ ~ k ~ I ~ ~ . . . . A . - ~ ~
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, ~ i i ,Y q, zi i ~ ~ r i , ~ y P i i F ,q r
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y~ ro ~ . ` ~ F------------'-" `V I I ~ , I i , , ~ , ~ ~ DROPPED DECORATIVE BEAM ; F . Z ' REMOVE PORTION R M D E ELIN 1TIVE BEAM { p i OF WALL I I
, ~ : ~ , fi ~ ~ , , ~ i ~ ~ ~ ~ , ~ , ~ ~NEW WALL ~ .
~ ' ~ , ~ ~ ~ - - - _ . , , , . . . . ~ ~ - FORTHE. ~ ~ o WITH CASEDOPENING 4 ' d. i
, . . , . . : } . , ; : 3~_4~~ . , , . : . . . . , . ~ :3.. . . ~ M , : II " t? a ~t
" -.y FUR OUT WALL-~~ NEW DOOR ' , ~ ~ AN~ AUGN WITH EXISTING ; ; II
' , z ~ ~ ~ 11 ' i N i F'. Z ~ ~ ` F
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~ N in in I~ ~ in ~ ~ ~ ~n i m rs Q ~ m ,e i t 3 s~
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i i X ~ ~ ~ z x ' . N
, i 4i ~u N - . . - . , n ~ . . ~ - - - - - - - - - - - - - - - s, { i e
~k ~ ' ' _ ' ENTRY FOYER ARCH iZ'-o° 9 i/z° HICK WALL . o = - $,1~~CEILING r - - ~ Z ~ LINEN ~ WALL ~ - - c;
~ k 0 ; s i ~ iv co 5385 Indian Hill Road _ , ,
~ o _ ' 4'-0~~ M p1 8'-6" g~_6~~ s w b+ ~ ' I V' O ~ ~ Dublin Ohio 43017 ALL NEW ATTIC SPACE TO BE i
s, ~ ~ N o Q 17'-0" 1 , ~ ~ ACCE5SED FROM THE EXISTING ~ ATTIC ACCE55.
w, ~ ~ V6 x ~ i o i i
~ 5'-6" ~ w ~ 8'-7 1/2" 5'-0" M 5'-6" 5'-9 1/4" 10 3/4' 9'-6° ~
.~I I H i N ~ " +a ~ ~ - ~ 4~ 9~~ 4~_9~~ ti~ ;f
2'-4~~ ~ o ~ - i. ~ i z~-6° p ~ ~ ~ ; ~ o~~ ~ , Y ~ N , ~ i'v
S'1" CEILING ~ ~ _ BEDROOM #2 i0 ~ " o A09 ~ u ~ DOUBLE m 'a RTA ]ob Number 4 ~
u ~ ~ ~ ~ ~ ~ 2X4 WA N ~ ~ i ~
BATH ~ ~ ~ a ~ LL ~ ~ o =F ~ # S'1" CEILING i SHE ES o Q S I'
' Z'_p" 8'1" CE LING 7'-6"ARCH ~ ` - - - - - - - ~
' ~ DROPED N 5'•0" ' W ~ ~ ~ ARCH FFIT ~ SAFETY GLAZING Date
. ' t O ~ a - ~ ~ ~ ' ~ ~ ~ qI N ~ ° REUSEEXISTINGDOOR ~ i ~ R LI G Prelimina ry 08.ifi.07
~ ~ 2X6 WALL 9'-4" g~-6~~ 8~_6~~ ~ , ~ ~ ~ 3 -11" ~ EXISTING GARAGE Prelim Bidding 09.04,Q7
~ ~ ~ ~ ~ ~ _ ~ ~ DIN N RO M - NIN RO M,i ALL WALLS AND CEILINGS COMMON TO ~WELLING AREAS r~~;~3
, ~ SEAT • ~ ~ ~ ~ a 1 G ' ~ ~n , , , , , m M BARRE VAULT _ 8'1" CEILTNG ~ Construction 11.05,07 ' CEILTNG " TO BE COVERED WITH ONE LAYER 5/8" TYPE "X" FIRECODE
~ i 8'1" CEILING Wi i OPEN i i ~ ~ ~ ^ ? I CEI NG ~ a~ 8'1" CEILING i IN HALLWAY a' ~ TO BELOW M N U DRYWALL. ALL DOORS BETWEEN GARAGE AND DWELLING AREAS TO BE 20-MINUTE RATED OR 1 3/8" 50LID CORE
d ° o ~ o , o~ ~ , ~ ~ ~ ~ gQ ,
NEW ' in BATH ~ ~ RAILING ~ Xa in ~ 5 TALL WINDOWS O ~ . , : _ _ ~ - : aw ~ 8 1" CEILING i i i i i i i i i i i i~ 7 rv a ~ G i ~ i ~ " ' ~ i 9 0 1/4 5'-1 1/2" ~ ~ w , ~ 10 -D ~ 6-D , - " Revision Date
~ i i i i i i i i i ~ i ri ~w 41~~ ~i O ~ ~ ~ ~ ~ y
't ; a ~ DN n r, ~ ¢ ~ ~ , Q Q 15Ri i i i i i i i i i i ~ ~ M u1o i Q~~ ~i i~ aai +i ~ _'-r i ~ i i il M~ n J ' ' ii ii ii ii ~~i rt _ Z~_4~~ z~_q~~ ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ ' 1'-6" ~ ~ , ~ ~ ~ ~ ~ ~ ~ i ~ REPLACE EXISTING WINDOW
i ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ M a ~ „ - ~ i i i i i ~ i i i ~~"8~~ ~ ~ ~ ia ~ o ~ ~ ~ ~ ~ C m , , ~ ~ ~ ~i Mi , , WITH NEW, LARGER WINDOW ~ h ~ ~ FIXED WINDOWS IN ATTIC
,-I a ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ ~ j rRONT 0~ ~ f~i li~ O i li li i i i i i i I, i ra-. . . _ . , . ~ _ , . ii ~ r-~•xz~<~ r~.°rr~.•
, ~ ~ ' ~ ~M `0 ENTRY POR H ~ ~ ~ ~ ~ " " " ~ ~ ~ ~ x ~ PERG LA ii ~i ii i ,i 2F
o ' , . u, 14'-9" 5'-0" 12'-1" ~ io ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 5'-0"x5-0 ~ ~ ~ i~ 3
~ ~i i~ ii ii ~ ii II li x ~ ~ II II II II II II II ~ ~ i ~ ~ ~ - ---W Z-~ r~ {rM~ xiw>tY~a* ~rs ~ ~4ru ' 'sr~a"r+~r~,y~ ~ F, p- ~w,:.~,~~' a~ k~xrk ~;~'r,~t~` i~.i r~~~+~ ~`4+a~" it~'~`
, ip VI ~D I~ t0 i i i i i i i i i i i i i i i i ~ w N ' N , CURVED STEP N ~ ~ M i ~ ii Oii ii ii ii ii ii ii ii ii ii ~"Z ~j~r~,Gry~1~'Ge:~n ~~`~1'~'."~riy~~;~~~R°'..',~~~~~f~~~r~~i~ Z ~`S~~ . y,`~xz'~~ r~~'~a~v:..~~;,~3~ r. r~'~.. a i i i i W H~ ~~~~'~~5+4r~.Y~~~w~ ~y~~ p"~+'7+ eG'~ r~E~"~1~'4~~ ni~`e~!
U' i i ~i •ii ii ii ii ii ~ i~ ii ii W ~ Z M 'Plt _ ' tr__'_yr_'__ir_"'yr_'"'yt"__1r--__~ U O~ a r4~R`i'"~ l~, o~ ~~'~tYA'~,~! ~ x~s~'9 "i~ v$"IR x+' yfy~, 4'-0" 3'-1D" 3'-10" 5'-0" ~w~.ms-cP~?~"`~~e~"'~`~`~~~~~~.~t~r,~«+;~~~~ ~+~~~t~:.~`~E~~"~r~~,µ~~ ---~r----
o-yiJ x ~i ii""'~!""J~""i!"_ i, ii Ji7 J IA,i i ii ii ii i~~ -ii_____ii ~ii i ~ SCALE: 1 4" = 1'-0" ~~-~o~~ 6~-~0~~ . . . - ~ ~ / ~ This Drawing And This Design Are
i _ 0.' I Q J O O ~ ~ ~ ~ i O ~I ~i Q N d 1 0 o , - The Copyrighted Property Of a _
i i z I LL ~ O' ~ ~ o " BEDROOM #4 X m o ~ a ~ ~CM INDICATES CARBON MONOXIDE AND SMOKE DETECTOR LOCATION , Richard Taylor Architects, ~LC. And
i i N W O o = N U P P E R W N Ma Not Be Re roduced Altered W ~ I N D I C A T E S S M O K E DETECTOR LOCATION y p ' '
~ a -------L---- - - Q u ~ ~ 13'-9" ; 6'-0" a ' ~ i X X ~ \ o SCALE: 1J8~~ =1~-0" Or Otherwise Used In Any Manner ~D ~~9 +i N
m ~ N I ~ ~ , o ~ 9'1" CEILING i ~ a Without The Written Consent Of ^ Richard Ta lor Archikects LLC.
N N N"~ I O O Na ao , ~ E 6'-O 1/2" 6'-O SJ~' ~ Y '
N 6~-o i z° ~ 6~-o i z° A09 o This Drawing Is p~,,'Cg,~e Submittetl For Permits --ALL EXISTING WINDOWS AND PATIO DOORS TO BE REPLACED ,,.~t hitect's Seal Below
BEDROOM #3 ~ ~ o ~ ~ 9'1" CEILING p ~ N m w --ALL EXTERIOR DOORS TO BE REPLACED, EXCEPTTHE FRONT 'r'~
a > ~ ~ ~ l7 Z TIE NEW WALKWAYS IN ~ ~ ~ : a NVAYSIN DOOR WHICH WILL BE REUSED ~ ~ 1'
~ a z~ WITH EXISTING A5 MUCH ~ ~ W t AS P05SIBLE ~ A5 MUCH '%fi1NP° o ~ :B~e --WHERE EXTERIOR BRICK EXISTS, WE WILL ;~~;,b~ ~ N ARD
~ BATH ~ ~ N 9'1"C ILI G _ =W0 i0 r~ ~ ~c~~ BE INSTALLING STUCCO AND CULTURED STONE
c ~ &d ~ ~ R, ~ OVER TOP. STUCCO SHOULD MATCH EXISTING. ~ OR~'~ ~
N 1 ~ 5~'p~~ N ~ Q W x w ~ ~ ~ - 6'-D" 6'-61/2" '(a~}' . --BATH FAN ABOVE EACH TOILET 12~_~ 1~2° ~L~~ ~g~9
a ~ 6'-0~~ p o ' ~ 2X5 WALI EGRESS N ~ - ~ ti
in W ~ iV I X N J N ~ Q ,t r~'` r
10 - \ " . ~ ~ N 3 S''O" X J'"O° a A~
~ N N ~ rl ~ ~ U ~ ~ ~ ~ O m
Q--- ro - x ~ m ~ „ ~r~~ ~ ~
- - 4'-71/2" 5'-81/2" o i '1" WALL EGRESS ~ ~ r~r~'~~+~yc ~k`~"~~ `~+~'"~.~,~~v~ ~ 1~ry~~k~ ~ zP~ ~ J T a~,?~~-t~a~ « ~ s ~~p,, r~ FJ ~ ~ ~ ~;~a~M"~',~r.,y~~~~~Rr~,~c~~~~~,~* ~~'~~$~~'~~~~i~~~~n,~}S~~ ~
I _ - - - _ _ _ _ 7'-10~~ 8~_~~~ i i~~~~ P~ 1'~re'$~Fi.i yd ~ 'i!I pj~K~ 5 4~t. ~ o, +f '~i.,.~`A'~'Y~ ~ F eysa~s~.~i~~~~'~hi:?3,Y~1fi~+~ '~~~i~~~~.ia~2.Y~~ m^~~'~3~~3~;"it~Vi`a~~~~.'"
~ ~
D-u x 3-u 3'-3" 3'-3" 16'-0 ~
10'-4 1/4" 10'-4 1J4" 6'-0" 6'-61/2" 1' 4 1/2' 2'-5 1/2"
20'-8 1/2" 12'-6 1/2" 10'-4" 16'-0" NEW FIRST FLOOR PLAN
A05
j 41 CHIMNEY SHOULD EXTEND 2'
~ 27 ABOVE ANY RODF THAT IS 1D' AWAY ~
~ ~z 33 5 12 ~ ~ v ~ ~ ~ L ~
27 4~ z~-i~~ - - ~ ~ p ~ ~ O - s ~ N N V
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...~TOP oF w= ~ ~ - ~ ~ ~~r } 7 32 39 ~ ~ ~ ~ _ 26 ~ ~_.s _ _ 11 . , ~ _ ' ~ il I~ ~ . _ 39 . 33 ~ _ 34 ~ . . y _ . . . . . : . : : . . ~ . _ _~_......._.~_~...o~~,~.~,~ . . ~ : ~ ~ . ~ ~ . ~ :..:~T~.....~ ~ 7 ~ _ _ _ . - , .v - _ ~ 11 _ z . . _ ~ . « . 1
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. 7 4~ ~ . 19 ~ - , ~ : ~ ~ ; . . . . . _ _ ~ . . . . . _ . . _ _
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~ ~ 24 ' ~ ~ ~ „ ~ ~ u~~ ' , ; ; ; ; ; ~ NEW FOOTER ~ :W FOOTER ~ EXISTING FOOTER - _ _ _ - _ - _ - _
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I ~i I ~ ' ~ I I I I ~ ~ I I ` _ _ _ ' _ ~ ` _ _ _ _ " ' _ " _ _ " ' _ ' _ _ _ _ _ _ ' I 8° i~ 2} 1/2" DIAMETER LAG BOLTS i ~ ~
I ~ I I ~ I ~ ~ SMALLER EXTENSION OF
I ~ I 1 ~ 1 I ' _ 6X6 POST BELOW ~ 4 N j? ~~ry , ii I~ ~ Y
~ SLAB ~ ~ , ~ ~ " L- ---------J CEDAR L_-___-_-_____J
- - - „ ~ i~ 2" n „ 9 1~Z~~
SCALE: 1/4~~ _ 1~_0~~ BRACKET DETAIL #1 A REMODELIN
G ~ [GABLE OVERHAN6] 2X1D CEDAR i ' ' I
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BLO KIN I BRACKET DETAIL #2 ` ~ ~
~ ~ [LARGE SIDE OVERHANG]
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COLUMN BEYOND ' 5385 Indian Hill Road
Dublin, Ohio 43017
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RTA ]ob Number
27
41 CHIMNEY SHOULD EXTEND 2'
ABOVE ANY ROOF THAT IS 10' AWAY i 1 Z -
~ _ ~ I C Date
. - - - - - - - _ - - - - - - I - - - - i 12 - - - - - - -
i = ---=-=1z--- - ~ r ; 27 Preliminary 08.16.07
- 14 - - - - - - = - ~ : 4 6" X 6" EIFS PROTRUDING Prelim Biddin ~9.~4.~] 1" OFF OF BUIDLING FACADE g ~
- - - - - - - 40 = 4 - - - - 13 - c 12 _ 40 _ - Construction 11.05.07
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~ 37 r_-_ . ~ I _ " r- - r c I';.. - , , This Drawing And This Design Are
''~r - , . , 8 f r- ~ ~ . - _ _ ~ _ " 'i I ~ ~ ~ ~ ~ ~ - - _ - 3 . r- ,i~E 18 . ~ ~1 ~ , ~ , , T N The Co ri hted Pro e Of ' 5 UCCO ( EW OVER EXISTING BRICK) CONTINUDUS RIDGE VENT ~ 6 CULTURED STONE SILL 1X6 FRIEZE py g p~ I: ~ i' °D 1 1Z i z3 34 Richard Taylor Architects, LLC, And
~ _~1 ~ I . . _ . ~ , ~ h 16 I I -'`~~l `_'9~ ~i ~--J L ~ ~I - ~ o~ ; ~ - ~ , , 1~ I~ I ~I 23 ~ r ~ ~ -i ; ~I i; _ May No t Be Repro duce d, A ltered,
, . ~r ~ r' _ 17 , . I ry_ - - ~ , ; . i: STUCCO (NEW) ROOF SADDLt 4" CULTURED STONE SILL i, TRIM MADE WITH Or Otherwise Used In Any Manner
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17 - ~~Cii FIRST - ~ I~ i~ ~~c~-~ , m , . I-I ~ I, f I ~ I.~ ~ i - - - - - - S . ' ' - _ FIRST ~ TO MATCH EXISTING) Richard Ta lor Architects LLC. - I Y ,
, _ FLOOR ~ ~ ~ ~ ~ 1~ - e 4 ~ 1 . _ . r I ~ - ~t r~ '-aY _ . II FLOOR STUCCO EXISTIN T ° ( G 0 REMAIN) ROOF LINE BEYOND 6 DECORATIVE TILES ~,10 SQUARE COLUMN This Drawing Is Not To Be Submitted For Permits
_ ~-='C~~~ ~ C~ ~ c ~ - . , . S ~~-r--~ ~ -a~ri~ r-~~u- -6 ~ ~i- i~ ~ r_''~ ~ ~ ~ 3 14 ' 25 3b I With4u e Architect's Seal Below
I ~ ~ , . _ CULTURED STONE VENEER WOOD DOOR (USE EXISTING 4" DECORATIVE TILES CEDAR PERGOLA--REFER TO C~~ ~
I ~ ~ ~ 42 ~ , ~ ~ , ~ ~ ~ 4 (OVER EXISTING BRICK) iS FRONT DOOR ~ Z6 "PE " r-'~`~°~ ~ ~ ) 3J RGOLA DETAIL ~
, . ~ ~ ~ , , ~ ~ ~ , , , , , .'4~ ~ CULTURED STONE VENEER (NEW) EXISTING GARAGE DOORS CLAY FLUE WITH SPARK CEDAR BRA T-- F T R~
I ~ ; ~ n_ ~ n , , ~ CKE RE ER 0 t G~~~. 5 16 Z~ ARRESTOR WITHIN 3$ ' BRACKET DEfAIL ~
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~ , , s' ,w 'L~R' i VERTICAL SIDING (MADE WITH CULTURED STONE WATERTABLE CAP WINDOUV WELL MEfAL ROOF N-a,~t ,
~ ~ , ~ ~ ~ ~ ~ ~ ( CEDAR OR COMPOSITE MATER~AL PAINTED 17 2$ 39 ~r ~ ~,r~~g f TO MATCH EXISTING ~t`~?.
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~ , ~ , , , . . . . _ ALUMINUM GUTTER 0 MATCH EXI TIN " ~ (T 5 G 8 CULTURED STONE SURROUND RUBBER ROOF MEMBRANE M r ) DI ENSIONAL ASPHAL SHINGLES; ~'~~~y ~v ~ 1$ 2~ 4~ MIN. 25 YEAR; MIN. WT.
~ ~ , ~ ~ , _ I 240#; MAX. EXPOSURE 5 5/8" , ~ { ~ ~ w ~ ~ ~ ~ ~ p ~
~ ~ s'~piek ~ r4 ~f~;~7~ t k~` ~r ~ .t~~.f 7 (TO MATCH EXTSTING) ~~°~~~°3w~~~~k,~~~s+~,.~fi~,~~~~~~~x~~~
~ ~ ~ , ',~~`S ~4'~u~~,~~ ~ "~~~`Pr~'+~S'~~ & ~1 x t A d iX4 EIFS TRIM a ~~~x ~ ~ ~ ~ ~ ~ ~ ~ ~ CULTURED STONE BRACKETS WITH 4 6"X6" EIF DE RATIVE V NT~ ~ & s~~~ ( ) S CO E , RAISE EXISTING CHIMNEY UP TO BE ~ k ,~r~ ~s~~~ ~ ~t~~~ ~,~~;~ti~~ ,~q
, ii i i:h:,'~f~"~,An ~~~7f~~,v,J~~J~t+,S~" ~3~~y*.~,:'~,v~'~,~~N~.d+z°+r~~`1~,aw,~~k~ a~i.,kn,,iv~"'u~,uW.:Y'a ~ 19 CUSTOM SURROUND 3O REFER TO VENT DETAIL" SHEET A07 41 2' ABOVE ROOF LINES THAT ARE 10 AWAY
- - FRnNT FI F\1bTrnni FTF HFA~FR• CThFC 1AITTH GYTCTT~IC CLJT~Ir'I CC TI'1 DCMATN _ CVTCTT~I/' TDTBA ARI1~ C71~T~Ir` Tn ne~~niAi rTnnir nevrn nr.nri ~ uiTr~ i ni u~ r.i.....-
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RIGHT ELEVATION
- - - - - _ 6" EIFS SILL CULTUREU STONE HEADER: 6" 1X8 FASCIA I COACH LIGHT
i 1~ 21 SIDES WITH 8" ON TOP 3z 43 ' •
- - - - - - ' - EIFS HEADER; 8" SIDES 1NITH 6" CULTURED STONE HEADER 1X6 RAKE OVER 1X6 FRIEZE (MADE WITH NOT USED
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TO MATCH EXISTING) I
A07
WIDTH AND WIDTH AND
~ DEPTH TO MATCH EXISTING DEPTH TO MATCH EXISTING EXISTING CHIMNEY WILL NEED
~ TO BE RAISED FOR HEIGHT CHIMNEY SHOULD EXTEND 2' 41 Z7 AND VENTING--APPLY CULTURED ABOVE ANY ROOF THAT IS 10' AWAY
STONE TO THE EXTERIOR
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5385 Indian Hill Road
Dublin, Ohio 43017
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CHIMNEY SHDULD EXfEND ABOVE ANY ROOF THAT IS 10' AWAY Date
27 - - - - - - _
- - - - _ - - - - - - - - - - - - 12 Preliminary 08,16,07
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~ ~ ` t . , ~ Q I ~ ' L, [ ~ ~ i ' f`: 3 ~'i i` _ i 1 f i . . . . . . .i .7 ~ '..i c ~'r . . . . . . . . . . ~i ! I ~ { ~ ~I i?~~ E i i 7 I ' . . . . , The Copyrighted Property Of ~ ~ 5TUCC0 (NEW OVER EXISTING BRICK OUS RIDGE VENT 6" CULTURED STONE SILL iX6 FRIEZE Richard Ta lor Architects LLC, And
3b ~ , ~ 31 ; ~ , ; ~ ro ~ ~ - ~ ' ~ ~ i i ~ , . ~ I~ , I I ~ ~ _ _ 12 23 34 v ' . 1 May Not Be Reproduced, Altered,
.t i; .,~I ~ ' , . , . ~ . . ~ . . ~ 7 -i ~ ~ . . , r ~ . ~9 . i ~ , ~ - - ' , , ~ 5 . . ~ , . . . . . . , . ~ ~ , . . . ~ . . . . . ~ . , , . ~ ~ 1 i ~ 1 ~ i i f. Ir~l---- r~ - . . . . , . ~ . ~ .1 w . 1 c 1 . - „ Or Otherwise Used In Any Manner
~~r i ~ ii~ ~ i i ~'i ~ ~ i i ~ . . ; , . . : . . ~ i ~ ~ ~i ~ . . ' I 3 . . ~ ~ . . , ; ~ - _ ~ ~ ' ` , I ~ j i I ~ STUCCD (NEW} ROOF SADDLE 4 CULTURED STONE SILL TRIM (MADE WITH T A PAINTED Without The Written Consent Of 2 13 z4 35 CEDAR OR COMPOSITE MA ERI L
~ ~ J'- y ; Y-C. i ~ ; . . . . ' ~ ~ . ' , ~ ~ , . ' ~ ~ i t ~ . i ~ I~~ ~ i J ~ - FIRST ~ - ; - 3i i i~ - ~ s r ~ ~ ' i ~ , ~ ~ _ I CI ~,i _ i ~I i J ~~I _ - ~ ~ TO MATCH EXISTING) Richartl Taylor Architects, LLC. 7~
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, ~ - - _ _ ~ ~ ; ~ ' ~ ~ ' ~ w.. ~ . ~ . ~ C - _ - t . , _ . . . . (~I~ ~ 5 , ~ ~ ~ ~ ~ _ _ _ _ . . . . . . ~ . . . ~ _ ~ . . . . . . . . . . _ . . _ . . . . . . , I , , _ _ I~-;,-~ ~ 3 iL} 25 36 Without The Architect's Seal Below C Cd-~
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~ ~ , ~ , ~ CULTURED STONE VENEER (NEW} EXISTING GARAGE DOORS CLAY FLUE WITH SPARK CE~AR BRACKET--REFER TO RQ
, 2] ARRESTOR WITHIN 3 H " B R A C K E T D E T A I L° ~~^j'* G~~ ~ 5 16 ; ~1 P~ ~ ~ ~J
_ , , 24 28 ~ ~ METAL ROOF ~ ~1 ' ~ , VERTICAL SIDING (MADE WITH CULTLRED STONE WATER TABLE CAP WINDOW WELL , ,~~~1.
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~ ' ~ ~ ALUMINUM GUTTER (TO MATCH EXISTING) S" CULTURED STONE SURROUND RUBBER ROOF MEMBRAN~ DIMENSIONH~ ASPHALT SHiNGLES;
~ 4 MIN. 25 YEAR• MIN. WT. ~c~~~ ` ~ 7 18 29 0 , ~ 240#; MAX. EXPOSURE 5 5/8" ~4.~5A,,~, b)~,, ~.,I. a~
, NEW FOUNDATION ~TION I i ~d ~ C'W~AN"{~ 4~~~5 ~j ~"~4 Yj4 ~JU a~'{ ti9 ~ a~~ ~11M I~~ ~r 'iiV f i TO MATCH EXISTING ~ k f ~ ~ ~ a~ ~ q~~
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~ 1X4 EIFS TRIM CULTURED STONE BRACKET5 WITH (4) 6"X6" EIFS DECORATIVE VENT: RAISE EXISTING CHIMNEY UP TO BE ~~~~~~~~°a+~~~~~~~~~~~,~~`~~?,~~~,~~~~~~~~,~,!M~~~~~s $ i9 CUSTOM SURROUND 3O REFER TO "VENT DETAIL" SHEET A07 41 2' ABOVE ROOF LINES THAT ARE 10' AWAY
REAR ELEVATION
EIFS HEADER; 6" SIDES WITH EXISTING SHINGLES TO REMAIN ~ EXISTING TRIM AND SIDING TO REMAIN STONE PAVER PORCFi Wl l Fi tSULLNUSt tUGt
g 8" ON TOP 2O 31 REPLACE/REPAIR IF NEEDED 4Z LEFT ELEVATION
6" EIFS SILL CULTURED STONE HEADER: 6" 1Y,8 FASCIA COACH LIGHT
1Q Z1 SIDES WITH 8" ON TOP 3Z 43
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EIFS HEADER: 8" SIDES WITH 6" CULTURED STONE HEADER !1X6 RAKE OVER 1X6 FRIEZE (MADE WITH NOT USED
~I 12" ON TOP 22 33 CEDAR OR COMPOSITE MATERIAL PAINTED 44 ~ TO MATCH EXISTING) A08
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