07201032 Permit FileCITY OF DUBLIN..
Dirision of
Beild'Mg Standards
5800 Shier-Rings Road
Du61in, Ohio 43016-1236
Phone: 614-410-4600
Permit Phone: 614410-4670
Fax: 614•761-6566
Automated Inspecfion
line: 614-410-4680
Web Site: www.dublin.oh.us
September 23, 2008
Frances A. Trimmer
TransOhio Residential Title
3 Easton Oval, Suite 230
Columbus, Ohio 43219
RE: Permit Address: 8192 Bibury Lane
Permit Number: 07-201032
Dear Ms. Trimmer:
The City of Dublin has issued a Certificate of Occupancy for
the above-mentioned property. Any escrow amounts held
may be released.
If there are any questions, please feel free to contact me.
Thank you.
Sincerely,
J. frey S. T 1, CBO
Director of 1?uilding Standards
' Division of Building Standards
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/'TDD 614/410-4670
CITY OF DUBLIN kspection Line: 614/410-4680
CONDITIONAL APPROVAL AGREEMENT
This agreement made and entered into by and between ShOW"SL t1IrmS
(Project Manager/General Contractor)
Herein after known as the Project Manager/General Contractor, and ILU uE..; (Owner/Occupant)
Hereinafter Irnown as the Owner/Occupant, and the City of Dublin, hereinafter lmov?m as the City, who
mutually agree and covenant as follows:
l. The Project Manager/General Contractor, who is constructing a new premises at:
- - - - -?
Building Permit No. 07 •2,6id3 Z , 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 lrnown as the Code, and therefore additional final inspections
cannot be approved.
3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project
Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to
be completed prior to the project receiving final approval.
4. 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 Gonditional Approval, the Project Manager/General Contractor agrees to
complete all items as shown by (date) d(o ,?!o and further agrees to release, hold
harmless and indemnify the City and its agents, assigns and employees from any and all obligation,
liability, and/or responsibility that might arise as a result of permitting occupancy under a
Conditional Approval Agreement.
6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City,
its agent, assigns and employees from any and all obligations and/or responsibilities related to the
completion of the premises, and further agrees to release and hold harmless the City, its agents,
assigns and employees from any and all liability that might arise as a result of occupancy of the
premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items
shown as incomplete, and recognizes that the City may revoke the Conditional Approval
UDUBLINDATA PER SERVER\PER\PER\THOMEVI\OFFICEIWP\DOCS\DOCIFORMS\CONDlTIONAL OCCUPANCY
AGREEMENT.doc
Page 1 of 2 Updated 4-02
Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these
items are not completed on a timely basis, and within the schedule contained in item 5 of this
agreement. The Owner/Occupant agrees that the City or its agent shall have fixll access to the
property to inspect, or at it's sole and exclusive discretion cause to be made any improvement
necessary to bring any part of the premises into compliance with this Conditional Approval
Agreement.
7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by
accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way
waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this
Agreement were not in effect.
8. The Owner/Occupant aclrnowledges that he is under no obligation whatsoever to enter into this
Agreement, but that absent this Agreement, Conditional Approval to use the property will not be
granted.
9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building
Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the
entire scope of the building work has not been completed, but the Building Official has determined
the building can be occupied safely.
Project Manager/General 9!ontractor ISate
(Please Print)
?
Project Manager/General Contractor (Signature)
?
er/Occupant (Signature)
\\DUBLINDATA PER SERVER\PER\PER\THOMEVJ\OFFICE\WP\DOCS\DOC\FORMS\CONDITIONAL OCCUPANCY
AGREEMENT.doc
Page 2 of 2 Updated 4-02
n p/ 3l/
Owner/Occupant Date
(Please Print) ,
1rans0hio Residential Title
March 13, 2008
Jeffrey S. Tyler, CBO
Director of Building Standards
City of Dublin, Building Standards Division
5800 Shier Rings Road
Dublin, Ohio 43016
RE: Building Permit Number: #07-201032
Loan Number: #103365-COL
Lot Number: 60 Wedgewod Glen - KEINER, T.
Dear Mr. Tyler:
We hereby agree that the escrowed funds in the amount of $19,000, as specified in the
"Approved for Conditional Occupancy" inspections and requirements for this property,
will not be released until a final Certificate of Occupancy is issued by the City of Dublin.
In the event such final Certificate of Occupancy is not issued within the time period
specified in the Conditional Occupancy Agreement, the City of Dublin has the right to
demand paymMt of the escrowed funds for the Completion of the project.
/
I;Z;:::?
Frances A. Trimmer
Accountant
TransOhio Residential Title
(614) 418-8955
3 Easton Oval, Suite 230 Columbus, Ohio 43219
Telephone 614-418-8999 FAX 614418-8950
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • inspection Line: (614) 4104680
SUBCONTRACTOR _
DISCLOSURE
Generai Contractor:
Auplication No.: 0 7 ' co;(b 1021 Q-
Job Address: 119 a ? i
?
The General Contractor is required to fumish the foliowing.information regarding any
contractor working at the above address prior to issuance of a Certificate of Occupancy. -
Ali subcontractor registrations musttie current through.the issuan'ce of a Certificate of
Occupancy, including insuranct?aihd: aN qpplicabie State Certific4?ons.
TYPE ..
d? ?N'Y'?0.C"'OR
DUBLIN RFGISTRATION NO
EXCAVATION*
CONCRETE*
h'iASONRY ?
STRUCTURAL*
ELECTRICAL*
PLUMBING* l
HVAC* f ?
INSULATION 40
ROOFING* s ?
DRYWALL
SIDING
SANITARY SEWER*
LANDSCAPING
FIRE PROTECTION
UNDERGROUND
`
FIRE ALARM
FIRE SUPPRESSION
PAINTING
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 DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680
DO NOT REMOVE THIS SHEET FROM SITE
NOTICE OF INSPECTION
Inspection Type .:N upfc= Tl_tik?_ (gc- c Application # -7. ??/ e2 -?3,?2- Date
The undersigned inspectors checkedyour property at e, c? ,? ?i (; oR 4 ?- A"
for compliance with Building Code. Any violations fisted below must be corrected within days.
? APPROVED YDISAPPROVED By
? CONDITIONAL
Inspection Type(s):
ZONING INSPECTION FORM Zoning/Landscape Q"
Land Use and Long Rafige Planning Commercial 0
Code Enforcement Residential ?
Sign ?
CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other ?
Telephone/TDD 6144104600 Dublin Planning Fax 6144104747 Dublin Inspection Line 6144104680
Permit #: Project Name :
`
r;
Pro'ectAddress: _j 11 '?'
Contact Person: Contact Phone:
YES NO 1) Apprsavied.i,a.ndscape Plan& ROA YES NO 6) Sagn,install.ed as approved
YES NO 2) Plans, Checklist & Permit on Site YES NO 7) Park4agspaces, number & striped
YE? NO 3) L i?t?g? lled per plan YES NO 8) I?a?dieap spaces properly signed
YES IVO 4) Landscape installed per plan YES NO 9) Paxlsing-islands 7 foot minimum
YES NO: 5) Mechanicals screened per code YES NO ; 10) Meet residential appearance code
Zoning Approved ?
Zoning Conditionally Approved (See Comments)p
Zoning Disapproved (See Comments) ?
f
Date of Ins ection =' =I t-:
Ins ected B
,
?:..• ?,??
Zoning Inspection Form PLA-120 Date 08/12/04
CITY OF DUBLIN
Division of Engineering
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant: koh3e-SL-5kowG4Sc Company:
Site: 8 1 l L? P) ik i1 f,, L'h
(Provide Detail Plot Plan of Lot)I
Lot No: (oO Applicatian 'No: 1-40I Q32- Subdivision:
? No Violations/Inspection Approved
Z1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? 2.
? 3.
? A.
;/5.
0 6.
? 7.
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
? V'rola#ions/Disapproved Lq Approved For Conditional Occupancy
?i 0. Adjust Manhote to grade (Sanitary/Storm)
C11i. Rebuild Manhole Throat (Sanitary/Storm)
Improper Approach (Ord. 59-74, Sec. 51.04)
(Ord. 12-89, Sec. 153.210(A))
?12. Irnproper Grading
Adjust Water/Gas service box to grade (Ord: 7-75, Sec. 150.040)
Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk
Erosion Control/Sod or Seed
(Ord. 40-98, Sec. 53.090 (G))
Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
(Ord. 7-75, Sec. 150.039(J))
(O.R.C.723.U11)
?14. Adjust Watch Valve to Grade
(Mainline/Fire Hydrant)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged Sidewalk/Bikepath
(Ord. 35-74, Sec. 51.04)
Comments: 5nvv-4 "vetej i4m1<5 R'?
ao-A 1) '15. o0{3 Ger,?rcta?5 fr,
?15. Install Grade Stakes
(Policy 98-027)
916. Submit "As BuilY" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
; t . r- u I
irV`' I K
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector:
Re-Inspection:
Inspector:
? Approved ? Disapproved ? Conditional
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev.12/04 PP
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CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to certify that :1
described below and
ADDRESS: 9) q, 2
?UPANCY PERMIT
. ,4
BY. F1NAL INSPECTION DATE: Vmq b<8
, ,
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: VITDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant: ??1? HoMe,_S/SkowcGSe Company:
Site: Vm- u P Lh •
(Provide Detail Plot Plan of Lot)
Lot No: (00 ApplicatiQn No: J?` ?_(a(a3Z Sub
? No Violations/Inspection Appraved
8"l. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
?V
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
, A. Adjust Inlet to grade
;"*5. Erosion Control/Sod or Seed
(Ord. 40-98, Sec. 53.090 (G))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
For Conditional Occupancy
?1a. Adjust Manhole to grade (Sanitary/Storm)
?11. Rebuild Manhale Throat (Sanitary/Storm)
(Ord. 59-74, Sec. 51.04)
?12. Improper Grading
(Ord. 7-75, SeC. 150.040)
?13. C1ean Street/Clean Sidewalk
(Orda 7-75, See. 150.039(J))
(O.R.C.723.011)
?14. Adjust Watch Valve to Grade
(Mainline/Fire Hydrant)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged SidewalklBikepath
(Ord. 35-74, Sec. 51.04)
?15. Install Grade Stakes
(Policy 98-027)
Z16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
? 18. Remove
Comments: SnovJ C?aYeJ v0 IKS IR'- Ayprcac? nof ea>I aI)
E?oNb I5,mo conns?'"GrS no Ir&fa(lt4
(it(??c woo G {? n
Control Measures
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector:
Re-Inspection: "pproved ? Disapproved ? Conditional
Inspector: ? Date: ?IIrT/OP'I
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
63/11 /2`a0t, 11: 20 FAX IM002/002
, 63/,10l2608 11:48 6148419415 tIANOR HOMES PAGE 01/01
oom, M,avoR HonnEs t 15 C[.AIRFDAN DR • f?owELc, OHio 43065 + 6144841 -1800 • FAx 614541-9415
i ?? •
Jeff Yates
Manor Homes
15 Cfairedan Dr.
Powell, OH 43065
To Whom i# My Concern:
This Fall, agrading situation was btnught to my attention, lt appears the elevation of a break point on
the West properly line of 4198 Borge Way is incorrectly graded. This misfiake has IefL a problem with the
side yards of bo#h 4198 Borge Way and the Showcase Nomes property at 8192 Bibury ln. It is our intent
to res4lve this matter as soon as the weather allows. The ground wilT need to be dry enough to allow
equipment to c4rrectly fix the problem. We have no intention of holding up any progress with the
grdding or sod wark at 8192 Bibury Ln. Thank you for your cooperation and sorry for and inconvenience
this situation may have caused. Please feel free to contact me if you have any further questions.
Sin? rely,
J Yat s
(614) 332-1781
Manor Homes
31 /4/o,6
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03110I2008 MON 12'53 (TX/RX NO 63941 Z 001
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Westerville, OH 43082
E-Mail: hoyssinc@aol.com 2358-07-S
Phone (614) 895-1922 ?H` JY ? Order No.
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
GI N?ti
CERTIFIED TO 1PAN50NIO I?TS TI1L? COUNTY OF NANKLIN
LENDER MIr P.B. I06 pG. 19 OR./D.B. PG.
REV 6_3_08
BUYER K?INEp SCALE 1" = 20' DATE 3'I ??08 DRN KP CH
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W e hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio
Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code., This plat is prepared for mortgage
loan and title purposes only and is not to be consWed as having been prepared for the owcer or for the use of the ownec for any putposes.
1111111111,11z
THIS PROPERTY IS LOCATED IN
'
S7EVEN
FLOOD ZONE X " HoY
COMMUNITY PANEL 39049C ? 7313
PAGE 0038+ DATE ?"2I-99 gY RV
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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
M/I HOMES/SHOWCASE
3 EASTON OVAL #240
COLUMBUS, OH 43219
August 18, 2008
RE: Expired Conditional Occupancy Approval
Application Number: 07-201032
Address: 8192 BIBURY LN
Dear M/I HOMES/SHOWCASE:
The Building Standards Division records indicate that the above-mentioned Conditional
Occupancy Approval expired on June 26, 2008 and that the project has not received a Certificate
of Occupancy.
In the event that we are in error, please contact this office immediately so that we may amend our
files and issue the appropriate Certificate of Occupancy.
If the project has not been completed or simply lacks final Engineering and Building inspections,
please call the Inspection Line (614-410-4680) to schedule the inspections immediately. Make
sure all paperwork is on the jobsite prior to the inspection.
Please be advised of the following from the Dublin Codified Ordinances:
150.158 FAILURE TO COMPLETE WORK
Failure to complete the work authorized by the permit or any extensions thereof shall result in the
permit being invalidated and, if any construction has been started and has not been completed, the
applicant or owner shall be in violation of the building code.
('80 Code 1341.04)(Ord. 51-82, passed 10-4082) Penalty, see 150.999
Please contact this office immediately (614-410-4670) so that we may assist you in bringing
closure to this project.
Sincerely,
Jeffrey Tyler
Chief Building Official
CC: PROPERTY OWNER
8192 BIBURY LN
DUBLiN, OHIO 43016
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410,4680
M/I HOMES/SHOWCASE
3 EASTON OVAL #240
COLUMBUS, OH 43219
June 23, 2008
RE: Conditional Occupancy Approval Nearing Expiration
Application Number: 07-201032
Address: 8192 BIBURY LN
Project Description: SQ FT 6408
Subdivision/Lot #: WEDGEWOOD GLEN #60
Dear M/I HOMES/SHOWCASE:
The Building Standards Division records indicate that the above-mentioned Conditional
Occupancy Approval will expire on June 26, 2008 and that the project has not received a
Certificate of Occupancy. .
In the event that we are in error, please contact this office immediately so that we may
amend our files and issue the appropriate Certificate of Occupancy.
If the project has not been completed or simply lacks final.inspections, please call the
Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure
that paperwork is on the jobsite prior to the inspection.
We look forward to hearing from you soon regarding the completion of this project. If we
may be of further assistance, please feel free to call our office at (614) 410-4670.
Sincerely,
(:?R 't;k_
Jeffrey Tyler
Chief Building Official
N.,
?
Inspection Type(s):
ZONING INSPECTION FORM zoning/Landscape ?
Land Use and Long Range Planning Commercial ?
Code Enforcement Residential 101
Sign ?
CITY OF DUBLIN 5800 Shier-Rings Road; Dublin OH 43016 Other 12`
Telephone/TDD 614-410-4600 Dublin Planning Fax 614-410-4747 Dublin Inspection Line 614-410-4680
Permit #: u 3w, Pro'ect Name :
Pro'ect Address:
Contact Person: ?M ??0--fN.yy? i?vjme'-' Contact Phone:
I'ES NO 1) Approved Landscape Plan & ROA YES NO ? Sign installed as approved
'YES NO 2) Plans, Checklist & Permit on Site YES NO Parking spaces, number & striped
YES NO Lighting installed per plan YES NO Handicap spaces properly signed
YES NO ? Landscape installed per plan YES NO Parking islands 7 foot minimum
YES NO S<Mechanicals screened per code OES NO 10) Meet residential appearance code
Zoning Approved)s?
Zoning Conditionally Approved (See Comments) ?
Zoning Disapproved (See Comments) ?
Date of Ins ection Ins ected B 1`7f-1 r4 I i l',4
COMMENTS
W.. 4....c-, I?i?
?-1 P
Zoning Inspection Form
PLA-120 Date 08/12/04
• ' ,.? ;.?„ fi?? . ? , .
APPLICATION FOR BUILDING P `??I7`'`
? 1'his form is provided by the Building Industry Association of Ohio a public serv?Ul 09 2oo7
3z, ? ?
THE Builders PERMTT NUMBER Z U/C? ` rCi y .
Issued in Ohio Under Authority of
'[??Ugu N
' RECE'I1/E
[7
Auditors Taxmg Distnct 273 Parcel Number 011404
JUL 0 2 2007
Address of Property 8192 BIBURY LANE
13U«DNNG DI vIsION
Subdivision WEDGEWOOD GLEN Lot 60 cirY oF DU$LI(v
Applicants Name John Blazer Phone Number (614) 418-8831
Email Address jblazer@showcasehomes.com Fax Number (614) 418-8889
yi T
Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831
DBA: Showcase Homes
Address 3 Easton Oval #240 Columbus, Oh io 43219
Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831
DBA: Showcase Homes
Address 3 Easton Oval #240 Columbus, Oh io 43219
Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831
DBA: Showcase Homes
Address 3 Easton Oval #240 Columbus, Oh io 43219
Builder's ID 4533
Type of Improvement New One-Family Residential Improvement Cost $365,000.00
Number of Bedrooms 4 Heating Fuel Natural Gas Number of Gas Appliances 5
?
Per Unit
Number of Baths 3 FULL Sewage Disposal Public Garage Type Attached
1 HALF
Building Height 33 Water Supply Public Number Car Gazage 3
Building Zoning
x? Unfinished Basement 18.6.? 4J/P Lot Area 16,111
Finished Basement 0 Total % Occupied by Structure 16.40%
? Lower Level 0 Front Setback 36.0'
1 st Floor 1863 Rear Setback 59.88'
2nd Floor 1976 Right Setback 16.41'
3rd Floor 0 Left Setback 26.14'
Other 0 Lot Width at Building Line 130.0'
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 . .... 07-00201032 Date 7/26/07
Revision number . . . . . . . 1
Property Address .. .... 8192 BIBURY LN
Parcel Number: 273-011404
Alternate Address: WEDGEWOOD GLEN (OC)
Tenant nbr, name .. .... SQ FT 6408
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . M/I HOMES/SHOWCASE
--------------------------
Permit . . . . . . ---------------------------------------
RESIDENTIAL BUILDING PERMIT -----------
Additional desc . .
Permit Fee .... 580.00 Plan Check Fee .. .00
Issue Date . . . . -1 .a---4 •C;7[ Valuation . . . . 0
Expiration Date . . 1/22/08
Qty Unit Charge Per Extension
BASE FEE 140.00
11.00 40.0000
-------------- RES BLDG PLAN REVIEW 440.00
------------
Permit ...... ---------------------------------------
RES HEATING, VENTILATING, A.C. -----------
Additional desc . .
Permit Fee .... 270.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/22/08
Qty Unit Charge Per Extension
BASE FEE 50.00
11.00 20.0000
------------------------ RES HVAC 220.00
--
Permit ...... ---------------------------------------
LOW VOLTAGE ELECTRICAL PERMIT -----------
Additional desc . .
Permit Fee .... 150.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/22/08
Qty Unit Charge Per Extension
BASE FEE 40.00
11.00 10.0000
-------------------------- RES ELECTRICAL LOW VOLTAGE
- 110.00
--------------------------------------
Permit . . . . . . GAS LINE PERMIT -----------
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/22/08
Qty Unit Charge Per Extension
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00201032 Date 7/26/07
Revision number . . . . . . . 1
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1600.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/22/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA tnTATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES BLDG INSPECTION 590.00
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.
4- 1
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 07-00201032 Date 7/26/07
Revision number . . . . . . . 1
------------------------
Other Fees . . . . -----------
. . . . . -----------------
RES CERTIFICATE -------
OF OCC -----------------
30.00
SEWER INSPECTION FEE 120.00
------------------------
Fee summary
----------------- -----------
Charged
---------- -----------------
Paid Cre
---------- ---- -------
dited
------ -----------------
Due
----------
Permit Fee Total 2670.00 .00 .00 2670.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 740.00 .00 .00 740.00
Grand Total 3410.00 .00 .00 3410.00
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.
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CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
R'D
These drawings have been reviewed for and shall comply with the 2004 Edition of the
Residential Code of Ohio.
PLA N R EVIE W C HE CKL IST
Application No. d_? o °
Date Reviewed 7 Q
m a
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? Plan Reviewer's Comments & Notes
Reviewed By o z m a a
11a 7 ? ? ? a w
Approved Disapproved o ? a z
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- IX
OBBC Model Energy Code MEC Check woricsheet iequired
Manual J/Electric Loads Houses over 3,000 Sq. Ft
Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6 8" headioom
R303.6 Stairway Illumination
R311 Handrails & Guards
R312
Schedules Required on Plans; houses, additions and
R303.1 Light & Ventilation Schedules sunrooms
R306 Sanitation - Fixture Clearance Figure 307.2
R307
R308 Required Safety Glazing
f h?" s.c. or 20 min. door and 518" gyp. Bd. Type '" on
R309 Attached Garage Fire Separation x. a 1 common waUs per City Ordinance
5.7 sq. ft. (24' net hgt. 20" net width) max window still
R310 Bedroom Emergency Egress hgt. Of 44" a.f.f.
R311 Etits
R311.4.2.1 Interior poors Bath 2'4"x 6'8' habitable space 216'k 6'8'(min)
R311.4.3 Landings Minimum 3' x 3'
R311.2.2 Understair Protection 112" gyp. Sd. Type X"
Bsmt/hallway/bedrooms wired to prime electric/battery
R313 Smoke Detector Locations pack - upli'nterconnected .
Ordinance Carbon Monoxide Detector Outside sleeping areas
R317 Foam plastic separation 1/ 1
R401.4.1 Soil bearing capacity Use 1,500 psf
R403 Footing/piedpad size & location(s)
R403.1.6 Foundation anchorage A)r 112" anchor bolf @ 6'0" oc; 7" into masonry & concrete
Stamped engineered foundation plan required for
R404 Foundation wall sizes & reinforcements 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 Allowabie girder spans ? Per Tables R502.5(1) 6 R502.5(2)
R502.6 Bearing ? 112" for wood & steeU 3" for masonry & concrete
R502.11.4 Fioor Trusses Engineered design required at Frame Inspection
PLA N R EVIE W C HE CKU ST
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R503 Floor sheathing
R(402.2)
R 506 Concrete floors on ground
R602 Wood wall framing
R602.7 Headers Tab/es 502.5(1) & R502.5(2) ? s.. K
R602.10 Wall bracing
R603 Steei wall framing
R703.7 Masonry veneer Table 703.4
R802 Wood roof framing Show truss profiles on roof plan
R802.3 Framing details Rafter ties, joist not perpendicu/ar to rafters
R802.4 Allowable ceiling joist spans
R802.5 Allowable rafter spans
R802.10 Roof trusses Stamped engineered roof trusses required at framing
inspec6on
R807.1 Attic access 22"x 30"
R1001 Masonry chimneys rk arrestor with rain cap per City Ordinance
R1002 Factory built chimneys Spark arrestor with rain cap
R1003 Masonry freplaces Table 1003.1 & Figure 1003.1
R1004 Factory buift fireplaces
R1005 Exterior air supply
M1701 Combustion air Ae. 50 cubic per 1,000 btu/h
R602.3.1 Stud size 8 spacing Table R602.3.1(2)
• v.
n?•t
Front & Back Form
Revised 04/12/05
From: Jennifer Brock
To: Brock, Scott
Subject: Address correction
It looks like the wrong lot number is attached to 8192 Bibury Lane. It is currentiy lot 62 but should be lot
60. Lot 62 goes with 4190 Borge Way which is correctly assigned in HTE.
Thank-you,
Jennifer
CC: Harp, Robyn
A nM? ?M
HOMs. INe.
fdovernber 30, 2007
John Tappari, Showcase Divisitut
i#t1/i ????s of 4 ?? O?y, LLV
3 ?
? sWyn OYi?7 ?r?,r? ry 1?olumWs, OH Ya76?19
RE: Lot #60 Wedgewood Gionn Sutuf#vhvlon, ltenyon Marw H+wrseplaet
Mr. Toppari.
Per Gerhard HHlmw`s re#uest, I hare invesbgated tte trqWmd wrin 'e beWmw #te valley
raftrs and the ritige bearr? above tfie Bonus Roam at the above mentioned houwpian.
The rW frwOV abovo the Owm Roorn "rnr:# (2) 1'."x14" 1.VL. (Fw-12 _ , E09001csf)
r` l valiey mftm ftmirg irW (4) 1 Y."xt8" LVL ddp bam Egich ' y be wnnecftd ta
? the rclg8 boam wM ?2) t,S90 s1cewable hattpm by S rt Stroni-T1ee, aid (2) r+we of {3}
SDSid4x6 strue;turat vtnoot!' sa*ews. Plem ?? atUdwed sketch for fiurttw darMeation
!f you have any quesfions or concesx?s, pleas+e fee# ire+e to tontsct me.
Sincer€:ly,
? ?'? (ew-4
? W Ben Fiusseli, P.E.
? Stfuctura€ Engdneer
? bru : (I mi rrtes.com
iz
Ph. 614-418-8093
w `. ?
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CC; Cerhard' tiitiman
3 FAstaun Ct+ra!
S#W240
Ca1vwbut; Qbio 43119
(614) 4I840OU + fsx: (614) 41
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)w I I i(o CITY OF DUBLIN
` Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date lJ ? Application No. 0 ?•?17? ?3 -2-
APPLICATION FOR ELECTRICAL PERMIT
JobAddress '@9? 61LX Y0 ? 41 ParcelNo
Subdivision (-x ??? d ?? I-If 12 Lot No.
(J
Owner Name,???.(?? Telephone
Contractor Name 112C Telephane
ContractorAddress U ?01s ?? °?iDublin Registration Na ' /6
Residential:
New Sq. Ft.
Temporary Service $40.00 ....................
$40.00 Minimum plus $20.00 for each
Low Voltage Systems: Square Feet -
$40.00 Minimum plus $10.00 for each
Commercial:
New Sq. Ft
....... .......... .. ..... .. ......,, ., ,......>.,... ,.. ..............................
additional 5{)0 Sq. Ft. ?r ftadic
additiona1500 Sq. Ft. or frac#k
Alteration/Addition
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:
$30.00 Minimum (plus
for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
?
, , Total $ ?
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all respects, oonform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric ??egalati cinstruction, installation, repair and alteration,
and may be revoked at any time upon violation of an? ision o d w?
64 ?..
Signature of licensed contractor or homeowner
Division of Building Standards
'1ereof over 1000 Sq. Ft.
hereof over 1000 Sq. Ft.
. Ft.
? 110
Date: 1/1/2001
CITY OF DUBLIN
' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . .... 07-00201032 Date 8/07/07
Revision number . . . . . . . 1
Property Address .. .... 8192 BIBURY LN
Parcel Number: 273-011404
Alternate Address: WEDGEWOOD GLEN #62
Tenant nbr, name .. .... SQ FT 6408
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . M/I HOMES/SHOWCASE
-------------------------------
-----------
--------------------------
Permit . . . . . . --------
TEMPORARY ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 40.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/03/08
Qty Unit Charge Per Extension
BASE FEE 40.00
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
. ' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00201032 Date 8/07/07
Revision number . . . . . . . 1
-
-----------------------
Special Notes and ------------
------------
Comments ----------- -----------------
Contact PLANNING DIVISION 410-4600
-
------
-----------------------
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.
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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 /, 1 7 jn Application No. 0-i - ao?o
APPLICATION FOR ELECTRICAL PERMIT
Job Address 2 ! q a e 'i bory 1ane Parcel No
Subdivision Lot No. (OC)
Owner Name 0 (Aj ?OVI),S Telephone
Contractor Name ? jo-SN (iS c E' e Telephone ?e? 6^ L?)L aV
ContractorAddress ? 0X*)Amei "'? Dublin Registration No.
Residential:
New Sq. Ft.
_t-
Temporary Service $40.00 ..... . ..............................................
$40.00 Minimum plus $20.00 far each additiona1500 Sq. Ft.
Low Voltage Systems: Square Feet
lition Sq. Ft. -
raetiom thereof
1000 Sq. Ft.
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. ar fraiction thereof over 1000 Sq. Ft.
CommerciaL•
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION
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 said layvs.
Signature of licensed contractor or homeowner_
Division of Building Standards Dy' '?
w 11t) oil t
t
Date: 1/1/2001
. CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
Revision number . . . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Tenant nbr, name . . . . . .
Application type description
07-00201032
1
8192 BIBURY LN
273-011404
WEDGEWOOD GLEN #60
SQ FT 6408
RES SINGLE FAMILY DETACHED
Date 11/07/07
Property owner . . . . . . .
Contractor . . . . . . . . . M/I HOMES/SHOWCASE
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 260.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 5/05j08
Qty Unit Charge Per Extension
BASE FEE 40.00
11.00 20.0000 RES ELECTRICAL SERVICE 220.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
. CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00201032 Date 11/07/07
Revision number . . . . . . . 1
----------------------------------------------------------------------------
Special Notes and Comments
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 260.00 .00 .00 260.00
Plan Check Total .00 .00 .00 .00
Grand Total 260.00 .00 .00 260.00
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
V` Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Application No. Q-4° anxOa?lt
Date kr7 dXew ? Remodel 42?esidential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
Job Address (D 1"1,-) 1..> 1
Subdivision/Project Name W?e_,A
Owner's Name S? D ?-- (A 7,31
Contractor's Name Cc
Contractor's Address 7S q ?
Does the sewer discharge into an ind
How far distant from any dwelling, well or
1i`c-
c:1e
Parcel No
Lot No. 6c)
Telephone q I g ^ g$O Z?)
Telephone 5-2 6 "0 1.1 r
Number 177'4?f 07 -1 -7
le disposal system or sanitary sewer? SPfrv? fi?? x
; the sewaae tank? N- 14-
What is the size of the main drain? 14?
Of what material does the house drain consist?
"INDICATE NAME OF CERTIFIED BACKFLOW
d `-
Of what materials do the vent pipes consist? ?
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:
WATER TANK REPLACEMENT FEE $35.00
RESIDENTIAL COMMERCIAL
Application for permit & first fixture ...........:................... $50.00 Application for permit & first fixture.............................. $60.00
_? 2- Number of remaining fixtures X$10.00 =il2d Number of remaining fixtures X$12.00 =$
Total Inspection Fee ..................................................... $370.0:;>Total Inspection Fee ....................................................$ -
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Air Admittance Valve
'Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains
Garaae Catch Basin
j Garbage Disposal
Gas Water Heater
?L Electric Water Heater
Interceptor
Kitchen Sink
Laundry Trays
Lavatories
Mop Sinks
Outside Faucets
Roof Drains
Rough-in Openings for Future
Sewage Ejectors
Showers 2
Sterilizers
Sump Pump I
Trap Primer
Urinal
Wash Fountain
Washing Machine
Water Closets
Water Lines (
Water Storage Tank
Other
Division of Building Standards ` ?
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . .
Revision number . . . . .
Property Address . . . .
Parcel Number:
Alternate Address:
T nant nbr name
07-00201032
Date 9/24/07
e , . . . . .
Application type description
1
8192 BIBURY LN
273-011404
WEDGEWOOD GLEN #60
SQ FT 6408
RES SINGLE FAMILY DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . M/I HOMES/SHOWCASE
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 370.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/18/10
Qty Unit Charge Per Extension
BASE FEE 50.00
32.00 10.0000 EA RES PLUMBING >1 FIXTURE 320.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
. • CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00201032 Date 9/24/07
Revision number . . . . . . . 1
----------------------------------------------------------------------------
Special Notes and Comments
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 370.00 .00 .00 370.00
Plan Check Total .00 .00 .00 .00
Grand Total 370.00 .00 .00 370.00
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
Application Number: n-7- ,`)-0 t l.JC 2-
SURVEYOR
BUILDING LOCATION AND FIRST FLOOR ELEVATION
CERTIFICATION FORM
I, the undersigned, do hereby certify the following location of building and elevation of top of the
foundation wall at the referenced property. It is the builder's responsibility to insure that the
location and elevation of the top of the foundation wall plus the first floor system, as per the
approved prints, comply with the site plan approved by the City of Dublin (in reference to the
City of Dublin Codified Ordinance 1305.02(k)).
Propertv Owner: Showcase Homes
Subdivision:
Lot Number:
Wedgewood Glen
60
Address: 8192 Bibury Lane
Approved Foundation Elevation
Actual Top of Foundation
Professional Seal:
914.00 Feet above mean sea level.
Signature of Surveyor:
914.12 Feet above mean sea level.
8/15/2007
Date
This form is to be completed prior to the foundation inspection and must be made available on-site with
the approved prints.
07• .Zvlo,32
RESPONSE ELECTRIC
PHONE/FAX 276-8228
PANELSCHEDULE
gRKR POS DESCRIPTION DESCRIPTION
2999 SWITZER AVE
COLUMBUS, OHIO 43219
POS BRKR
40-AMP 1 220V 220V 2 30-AMP
2-POLE 3 WALL OVEN DRYER 4 2-POLE
40-AMP 5 AIR 220V 6 30-AMP
2-POLE 7 CONDITIONER COOKTOP 8 2-POLE
9 SPARE SPARE 10
11 SPARE SPARE 12
20-AMP 13 DINING ROOM FAMILY ROOM 14 20-AMP
20-AMP 15 DINETTE WASHER 16 20-AMP
20-AMP 17 MICROWAVE REFRIGERATOR 18 20-AMP
20-AMP 19 KITCHEN GFI BATH GFI 20 20-AMP
20-AMP 21 KITCHEN GFI WHIRLPOOL 22 20-AMP
15-AMP 23 FURNACE DISPOSAL 24 15-AMP
15-AMP 25 SUMP PUMP DISHWASHER 26 15-AMP
15-AMP 27 GARAGE GFI GDO OUTLET 28 15-AMP
15-AMP 29 SECURITY OUTLET GDO OUTLET 30 15-AMP
15-AMP 31 LIGHTING LIGHTING 32 15-AMP
15-AMP 33 LIGHTING LIGHTING 34 15-AMP
15-AMP 35 LIGHTING LIGHTING 36 15-AMP
15-AMP 37 LIGHTING LIGHTING 38 15-AMP
15-AMP 39 LIGHTING/SMOKEDET LIGHTING 40 15-AMP
LOAD CALCULATION SHEET
3839 SQUARE FOOT @ 3 VA PER FOOT 11517
2 GARAGE DOOR OPENERS-1500VA 3000
4 SMALL APPLIANCE CIRCUITS -1500 VA 6000
2 LAUNDRY CIRCUITS-1500 VA 3000
SUMP PUMP 1500VA 1500
110V FURNACE -1500 VA 1500
REFRIGERATOR-1500 VA 1500
WHIRLPOOL-1500 VA 1500
DISPOSAL-1500 VA 1500
DISHWASHER -1500 VA 1500
GENERAL LIGHTING LOAD 32517
1ST 10 kVA @ 100 % OF LOAD VALUE 10000 VA
REMAINING LOAD @ 40% 22517 9006.8 VA
220V COOKTOP 8000 VA
220V WALL OVEN 8000 VA
HEAT PUMP/AIR CONDITIONING 8800 VA
TOTAL LOAD 43806.8 VA
43806.8 VA / 240 VOLTS 182.5283333 AMPS
200 AMP SERVICE
.
3/26/2007 06:59 FAg 614 228 2454 VIRGINIA $OMES
WEDGEWOOD GLEN PLAN APPROVAL
209 E. State Street
Columbus, OH 43215
(614) 228-0404
Application Submitter: John Blazer Phone: 614-418-8800
Address: Lot 60 Wedgewood Glen - 8192 Bibuty Lane, Dublin, OH 43016
Owner: Showcase Homes
Builder: Showcase Homes
liouse Design: Kenyon Manor
Cvmments:
This home is approved based on the pians and site plan submitted.
Exterior: Brick -- Rustic Burgundy
Hardi-Plank - PM320 Dark Cream
Trim - Flax
Gutters - Peari
Shutters - Midnight Green
Front Door - AR-30 Smooth Finish Midnight Green
Roof - Dimensional Weathered Wood
Note:
Special Note: Lamp post and mailbox must be purchased through Mark
Metz at Northern Lighting.
Approvai Coordinator
?
ca?o-i
Stephanie Humena pate
I1002
G?'"
Nnv 03 00 10:27a Hnderson Wikof+ 1 834 834 1299 p.l
D7-c2 03 2
Anelersan/Wikof f
360 W. Waterloo
Canal Winchester Ohio, Oh 43110
Phone 614,834-1099
Date: 11-03-2000 S/N# QL-080896-15326
Proposal To: Showcase_Homes_ Dubiin, OH
ROOM SUMMARY
SUMMER
Winter Square Latent + Sensible ? Total Cool
Space ATame BTUH Feet BTUH BTUH BTUFi Tons C.F.M.
Living Room 9,403.77 210 634.84 130.43 765.27 0.06 25
Jen 2,617.86 160 542.77 2,613.33 3,156.11 0.26 103
Great Room 10,426.13 295 1,597,23 6,884.92 8,482.14 0.71 280
Areakfast Ro 3,111.14 179 559.78 2,893.68 3,453.46 0.29 113
Kitchen 6,907,91 230 1,005.43 2,849.19 3,854.62 0,32 127
Dining Room 3,058.71 216 993.35 3,467.15 4,460.50 0.37 147
Fayer 5,274,25 128 1,241.86 3,585.40 4,827.26 0.40 159
Laundry 2,300.49 102 491.30 2,352.30 2,843.60 0.24 93
Master Bedro 3,220.04 238 613.04 3,574.77 4,187.80 0.35 136
Master Bath 2,527.33 150 534.27 2,547,02 3,081.29 0.26 100
Bedroom 2 2,851.74 216 593.35 2,838.95 3,432.30 0.29 112
Sedroom 3 3,695.52 196 575.00 3,211.66 3,786.65 0.32 123
Bedroorn 4 1,824.61 121 508.31 2,143.99 2,652.30 0.22 86
Ha11 bath 568.49 55 453.60 1,393.61 1,847.21 0.15 60
Bonus roo 11,988.75 435 1,092.03 5,126.66 6,218.69 0.52 203
W3Ik in-Mast 1,811.32 78 469.82 2,050.98 2,520.80 0.21 82
Tatals 71,588.05 3,007 11,905.97 47,664.04 59,570.00 4.96 1,948.2
Computed results shc+uld ?ae treated as estimates only as the weather,
duct &structure design may vary. Be sure and size systems based on there
ability to meet both the sensibls and Zatent heat requirements, not just
th: tot al btuh.
0 -7 • 2(1 163;z
io.. -
ItiTERNATIONAL ENERG'I' CODE CO`iPLIAI`CE ADDENDUM
DATE: 1/3/2006
FROM: COR\L'RSTONEENERGY
RE: DUCT INSULAT[ON IN UNCONDiT[O\ED ARF11S
We have communicated with Dublin Building Depirtment and the municipality has
explained co us ttley will be enforcing ductwork oucside the condicioned envelope to
be insulated ac R-8 starting immediately. Please attach this p:ige to your current
IECC's for code submittals.
Uncondltioned Ducts:
- All cluct,,vorl: locatcd outsidc thc conditionccl bililclinb cm•clopc will bc insul:Itccl to R-8.
.?
Co " ? one
Ener r?? m rricce
?
Chris Patterson
Estimaror
Encrg}' Star Rater
Officc: 614351-1439 Ext. 228
Fax: 614-351-6650
Nextel: 614-55Y-8644 136*41*6831
Email: chris.pattersonQnstalled.net
' r
? r
AxN1datio1S4ert6rau-
eelu?pe* rweb? 7xc ??puue ur
ENERGY CODE INSPECTION CHECKLIST
Date: June 15, 2005 Rating Na.: 'Home Modeted Worse Casee"
Building Name: Kenyon Rating Org.: Faundations 4 Energy
Owners Name: Kenyon Homeowner Phorte No.: 614-891-4900
properry various Raters Name: Chris Patterson
Address: various, OH Ratees No.: 06-02
Buitders Name: Showcase Homes
Weather Site: Delaware, OH Rating Type: Based On Plans
File Name: Kenyon Sunroom.big Rating Date:
8uilding Information:
Conditioned Area (sq ft): 5244
Conditioned Volume (cubic ft): 42265
Insuiated Shell Area (sq it): 9641
The items below will be inspected for energy code certification. Any deviation from these specifications should be
brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply
with energy code requirements.
Ceilings:
[] 1. AtFic: R30 Attc (2x4 24oc) (1988 s.f.)
R-19.0 corrtinuous insulation, R-11.0 cavity insulation.
Name: Main Installation Quality: P A G Face / tnset
Corrtments/Location
[ J 2. Vaulted: R30 Vault (2x4 24oc) (228 s.f.)
R-19.0 corrtinuous insuletion, R-11.0 caviiy insulation.
Name: Vaulted Installation Quality: P A G Face / Inset
Comments/Location
Above-Grade Walls:
[] 1. Wall; R13 (2x4 16oc) (2864 s.f.), Between conditianed space and ambient
R-0.4 continuous insulation, R-13.0 cavity insulation.
Name: 'lsU2nd Flr Installation Quality: P A G Face / Inset
Comments/Location
REM1Rate - Residential Energy Analysls and Rating SoRware v11.41
This information does not constitute any warranty of energy cost or savings.
0 1985-2004 Arohitedural Energy Corparation, Boulder, Colorado.
t
ENERGY CODE ENSPECTION CHECKLIST
Kenyon
Page 2
[] 2. Wafl: R13 (2x4 96oc) (368 s.f.), Between conditioned space and qarage
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: Buffered Installation Quality: P A G Face / Inset
Comments/Location
Windows and Skylights:
Window to-Wall Area Ratio: 0.22
[ J 1. Window: U-0.36 SHG-0.43 (199 s.f., East), U-Vafue: 0.360, SHGC: 0.430
For windaws without labeled U-factors, describe features:
Name: Front Orientation: East
Comments/Locabon
[] 2. Window: U-0.36 SHG-0.43 (21 s.f., North), U-Value: 0.360, SHGC: 0.430
For windows without labeleci U factors, describe features:
Name: Right Orientation: North
CommentsJLocation
3. Window: U-0.36 SHG-0.43 (449 s.f., West), U-Value: 0.360, SHGC: 0.430
For windows without Eabeled U-factors, describe features:
Name: Rear Orientation: West
Comrrtents/Location
[] 4. Window: U-0.36 SHG-0.43 (39 s_f., South), U-Value: 0.360, SHGC: 0.430
For windows without labeled U-factors, describe features:
Name: Left Orientation: South
Comments/Location
[] 5. Window: U-0.54 SHG0.50 (9 s.f., North), U-Vaiue: 0.500, SHGC: 0.500
For windows without labeled U-factors, describe features:
Narne: Bsmt Orientation: North
CommentslLocation
[ j 6. Windaw: U-0.50 SHG0.50 (9 s.f., Sauth), U-Value: 0.500, SHGC: 0.500
For windows without labeled U-factors, describe features:
REM/Rate - Residentlal Energy Anaiysis and Rating Software v71.41
This information does not constitute any warranty of energy cost or savings.
0 1985-2004 Archltectural Energy CorporaHon, Boulder, Colorado.
ENERGY CODE INSPEC'TION CHECKLIST
Kenyon
Page 3
Name: Bsmt Orientation: South
Comments/Location
[] 7. Skyl+ght: U-0.36 SHG-0.43 (18 s.f.), U-Value: 0.360, SHGC: 0.430
For skylights without labeled U-factors, describe features:
Name: Skylight Orientation: North
Comments/Location
[ j 1. Door: Steel-urth w/brk (22 s.f.), R-Value 4.4
Comments/Location
[] 2. Door: Steel-ur#h w/brk (19 s.f.), R-Value 4.4
Comments/Location
Frame Floors:
[] 1. Floor: R19 (2x10 16oc) (528 s.f.), Between conditioned space and garage
R-0.0 continuous insulation, R-19.0 cavity insulation.
Name: Cant.#1 lnstallation Quality: P A G Face / Inset
Comments/Location
[] 2. Floor: R19 (2x10 16oc) (24 s.f.), Belween conditioned space and ambient conditions
R-0.0 confinuous insulatian, R-19.0 cavity insulation.
Name: Cant.#2 Rear Installation Quality: P A G Face I Inset
Comments/Location
Foundation Wafls:
[] 1. Wall: R5 8B GrdeDown (1296 s.f.), Belween conditioned space and ambient/ground
R-0.0 interior continuous insulation, R-0.0 interior cavity insulaaon, R-5.0 exterior insulation.
Name: Basement Installation Quality: P A G Face / Inset
Comments/Location
[] 2. Wall: R5 8B GrdeDown (374 s.f.), Between conditianed space and garage/ground
R-0.0 interior continuous insulation, R-0.0 interiar caviiy insulation, R-5.0 exterior insuiation.
REM1Rate - Residential Energy Analysis and Rating Software v91.41
This infomtation does not constitute any warranty of energy cost or savings.
0 1985-2004 Architectural Energy Corporatlon, Boulder, Colorado.
ENERGY CODE INSPECTiON CHECKLIST
Kenyon Page 4
Name: Bsmt. Buffer Installation Qualiiy: P A G Face / Inset
Comments/Location
Slab Floors:
[ ] 1. Slab: Uninsulated (1640 s.f.)
R-0.0 perimeter insulation, R-0.0 under slab insulation.
Name: Basement Installation Qualiry: P A G Face / Inset
Comments/Loca6on
Rim and Band Joists:
[] 1. Joist: 1st/2nd Flr (295 s.f.), Between conditioned space and ambient
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: 1sU2nd Flr lnstallation Quality: P A G Face / Inset
Comments/Location
[} 2. Joist: 1st/2nd Buff (36 s.f.), Between conditianed space and garage
R-0.0 continuous insulatian, R t 3.0 cavity insulation.
Name: 1sU2nd Buff Installation Quality: P A G Face /(nset
Comments/l.ocation
Mechanical Equipment:
[] 1_ Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE.
Make and Mode1 Number.
[ j 2. Cooling: Air conditioner, Electric, 10.0 SEER.
Make and Model Number:
[] 3. Water Heating: Conventional, Natural gas, 0.63 EF.
Make and Model Number.
Air Leakage Control:
[] Jaints, penetrations, and all other such openings in the building envelope that are sources of air
leakaqe must be sealed.
[] Recessed lights must be type IC rated and installed with no penetradons; or, installed inside an
RENURate - Residential Energy Analysis and Rating 3of'iware v'! 1.41
This lntormation does nol constitute any warranty af energy cost or savings.
0 1985-2004 Archftectural Energy Gorporation, Boulder, Colorado.
ENERGY C4DE INSPECTION CHECKLIST
Kenyon
Page 5
apprapriate air-tight assembiy with a 0.5" clearance from combustible materials and 3" clearance from
insulation.
Vapor Retarder:
[ j Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identlfication:
[] Materials and equipment must be identified so that compliance can be detertnined.
[] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[] Insulation R-values and gtazing U-factors must be clearly marked on the building plans or
specifications.
Duct Insulation:
[] Ducts in conditioned basement must be insulated to R-0.0.
[] Ducts in conditioned basement must be insulated to R-0.0.
[] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil
facing installed beiween sheathing and ducts.
Duct Construction:
[] AN ducts must be sealed with mastic and fibraus backing tape. Pressure-sensitive tape may be used
for fibrous ducts. Duct tape is not permitted.
[] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[] Thermastats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
E ] Programmable Thermostat
Clrculatlng Hot Water Systems:
[] Insulate circulating hot water pipes to the levels in Table 1.
Heating and Cooling Pfping Insulation:
[] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the
levels in Table 2.
Table 1: Minimum Insulafian Thickness for CircuJating Hof Watsr Pipes.
Insulation Thickness in Inches by PipQ Sizes
Heated Water Non-Circulafing Runouts Circulating Mains and Runouts
Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-160 0.5 0.5 9.0 1.5
100-130 0.5 0.5 0.5 1.0
REMIRate - Residential Energy Analysis and Rating Software v11.41
This information does not constftute any warranty of energy cost or sav(ngs.
0 1985-2004 Arcfihectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
Kenyon Page 6
Table 2: Minimum insulation Thickness for HVAC Pipes.
Fluid Tsmp_ Insulation Thickness in Inches by Pipe Sizes
Pipinq System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 124-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled water, Refrigerant, 40.55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 9.0 1.5 1.5
NOTES
REM/Rate • Residential Energy Analysis and Rating Software v11.49
7his informatlon does not oonstitute any warrenty of energy cost ar savings.
0 1985-2004 Architectural Energy Corporatlon, Boulder, Colorado.
r
?
2004 IECC ANNUAL ENERGY COST COMPLIANCE
Date: June 15, 2005 Rating Na.: *'*Home Modeled Wa?se Case*"*
Building Name: Kenyon Rating Org.: Foundations 4 Energy
Owners Name: Kenyon Homeowner Phone No.: 614-891-4900
Property various Raters Name: Chris Patterson
Address: various, OH Raters Na.: 06-02
Builders Name: Showcase Homes
Weather Site: Delaware, OH Rating Type: Based On Plans
File Name: Kenyon Sunroom.blg Rating Date:
Annual Energy Cost
2004 IECC As Designed
Heating: 1527 1122
Cooling: 220 188
Water Heating: 296 252
Lights 8 Appliances: 394 399
Photovoltaics: 0 p
Senrioe Charge: 102 102
Total: 2539 2063 *
This home MEETS the annual energy cost requirements in avcordance with Section 404 of the 2004
Intemabonal Energy Conservation Code based on a climate zone of 5A. In fac#, this home surpasses
the requirements by 22.2%.
' Qesign energy cost is based on the following systems:
Heating: Fuel-flred atr dlstribu6on, 50.0 kBtuh, 94.1 AFUE.
Coolfng: Air condiUoner, 36.0 kBtuh, 10.0 SEER.
Water HeaUng: Convenfional, Gas, 0.63 EF.
Window-to-Wall Area Ratlo: 0.22
Blower door test: Htg: 0.35 Clg: 0.18 ACHnat
In accordance with IECC, building inputs, such as setpoints, infiltratlon rates, end window shading may have been
changed prior to calculating annual energy cost. Furthermore, the stenderd reference design HVAC system
efiiclencies are set to the "prevalling federal minimum standards" as of Wovember, 2004. These standards are
subject to change, and software updates should be obtained periodically to ensure the compliance calcufations
reflect current federal minimum standards_
RENURate - Residentlal Energy Analysis and Rating Software 01.41
This informatlon does not constitute any warranty of energy cost or savings.
0 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
-- --? ? ? -
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CITY OF DU I
Division of Buoisleng Stanelarcls m 5800 Shier-i2ings Road - Dcabsin, Oheo 43016
Phoneo (614) 410-4670 - inspection Line: (614) 410-4680
Revision Application
ol
,
Revision Fee $
? Application Number Q-j-2011Ov2- -
Address 45;? ?l ??l ,(?,J r .? K lr--
Reason for Revision J?NSDD ,q ET-E
?IX-Tlo Z{514,?) To t2F4o ? ?n n fz--
"Note: A11 revisions must be cle_ arly highlighted or clouded
on all the revised plans and plot plans.**
Contact Name ? ? ?(
-
Contact Phone Number
For office use only
Revision is to be reviewed by:
Building Division
Planning/2oning Division
Engineering Division
' Major Revision
Minor Revision
Suppiemental Itlformation
Updated 8-23-04
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5750 Chandler Court
Wester'ville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
E YO
H`?Y
GI N
? RG.? ? AY
?,O
FoR SHOWCASE HOMES HousE snrLE KENYON MANOR
LoT/suBDIvIsIotv 60 WEDGEWOOD GLEN cii-Y oF DUBLIN
SCALE 1" = 30' PB. lO6 PG. 19 DATE 02.08.07 ORDER NO. DRN. NV CK.
FLOOD ZONE X COMM. PANEL 39049C PAGE 0038H DATE 04.21.99
MINIMUMS R: 30S: 7'i' 15'
?
"LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/21NCH
DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION
WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE.
PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY
THE CITY OF DUBLIN PRIOR TO INSTALLATION."
MATCH EXISTING 6RADES 4
ENSURE POSITIVE DRqINA,
AWAY rROM STRUCTURE
59
F.F.= 915.00
T.cv 9 pLE
02
16, 8/C
59
CATCH BASIN
' T.C.= 911.18
?
'?n? ?4
,?`?)NING COL4PUANCE
'PPROWD aS NOTED
U37°Y t3F OU" QH14
S a -o$ X-
F,??' p'FF?I?4'6?C
City of P.a.f>&;n
APPROVED AS NOTED
?PP o L+?A8 • 08
INDICATES MAJOR
?P FLOOD ROUTE
819 -- 2 BIBURY L.AN-E 601
0
? o
0 100-YEAR ELEV.
SECTION C*- C*
BUILDER TO MAINTAIN
EROSION CONTROL
SQUARE FOOTAGE DATA
FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY
LoT 16,111.0 yyqLK 586.0
House 2642.0 Soo CoV. 13,629.0
oR,VE 1404.0 LoT CoV. 16.40%
APPROACH 276.0
t?:?' i`? ... ? ..; r.' •r _;.:,,,
NOTE : BUILDERS TO PROVIDE
TREE PROTECTION DURING ALL
PHASES OF CONSTRUCTION.
PLOT PLAN
We hereby certify that the foregoing PLOT PLAN was prepared from
information provided by the Client and data obtained from Ettgineered
Subdivision Plan. This Plot Plan is to be used by the Client for the sole
purpose o f obtaining a building permit. The use of the Plot Plan for any
other pucpose is strictly prohibited. r%r!
„ . s
( REVISION DATE & REQUEST I
I/i\I NC I os/2o/o7 REVISIONS PER J. BLAZER (DW) I
1/2\1 C I o6-19-07 (DR) NEW HOUSE I
6y ?
*"NOTE: WATER SERVICE SIZE = 3/4"."
? s
PERMIT NUMBER:
CITY OF 1)UBLII?T ??-Zoro3 z
DIVI5ION OF ENGINEERING
GITY OF DUBLIN RESIDENTIAL BUILDING PERMTT SITE PLAN REVIEW CHECKLIST
Subdivision: W
LaL?
Lot Number: v
Reviewer: 6PP
Address:
8?92 Date:
0 -7 - z •0?-
t ,
ITEM DESCRIPTION YES NO N/A
1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision
for approval to the Master Grading Plan. If No, proceed with review,
?
2 Lot elevativns match Master Grading Plan.
3 Are existang elevations on the sita plan for anew home in an alder subdivision or a plan with unusual
grading field verified? If Yes, procced with review, If No, request field verification.
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path.
5 A distance is shown from the front of the garage (for a fxont-loaded garage) or at the street side edge of
the apron (for a side-laaded garage) to the rear edge of the pedestrian path,
6 The driveway slope is less khan 8.0%, ?
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way
8 Driveway is located more than 3 feet from the properiy line and 6 feet from a fire hydrant.
9 Side yards do not exceed 3:1 slopes. V/
10 A major flood routing path is located on this lpt, If Yes, does it match Master Grading T'lan? If No,
proceed with review,
11 First floor elevation is shown (not to be verified),
12 Basement Aoor slab elevation is shown (not to be verified).
13 Garage floor elevation is shown (not to be vexrfied), ?
la Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled.
15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation
far the sanitary sewer lateral.
16 Location and size of water servica tap is shown and labeled. ?
17 Sattitary and storm structures are shown, labeled and match the approved construction drawings. ?
18 Water main apd ncarest fire hydrant are shown, labeled and match the approved construction drawings
19 Required sidewallc and/or bike path location and size is shown and labeled. ?
20 Location and siae of existing sidewalldbike path along side properiy line is shown and labelad. ?
21 Tree lawn size is shown and ]abeled as 7 feet. Vol,
22 100-year Floodplain, Floodwa , and Floodwa + 20 feet is shown and labeled
FEMA FIRM Map Number: ?44C003? ?{ Effective Date: 04 • 2 1 •9i
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Trce protection fencing is shown, labeled and matches the approved construction drawings
25 "No Parking Zone" along street &antage is shown, labeled and matches the recorded Final Plat ?
26 Easemen.ts are shown, labeled and match the recardad Final Plat ?
27 The awing scale is shown. ?
28 A north arrow is shown.
29 If a c-uer lot, address should be for street that the front door faces, ?
Comments:
REVIEW RE5ULTS: iAPPR0VED 0 DISAPPROVED
0 Expedited Second Rcview
If this Site plan is disapproved, please return this checklist, the redlined Site pian, and two revised permit
applications to the Divisian of Building Standards.
5750 Chandler Court
Wettervine, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
? EYO
?
?H +
GINV,?
FoR SHOWCASE HOMES HOUSE STYLE KENYON MANOR
LoT/suBDIvIsIotv _60 WEDGEWOOD GLEN ciN oF DUBLIN
SCALE 1" __3O' pg, lOE) ? PG. 19 ? DATE 02.08.07 ? ORDER NO. DRN. NV CK.
FLOOD ZONE X COMM. PANEL 39049C ? PAGE 0038H ? DATE 04.21.99 ?
MINIMUMS R:30' S: 71 '
,..
"LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH
DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION
WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE.
PLACEMENT OF THE TWO TREES WILL BE FIELI)-VERIFIED BY
THE CITY OF DUBLIN PRIOR TO INSTALLATIOIV."
~?.------ - S 8
F.F = 920.00
9f?y0 6 .00' ? N 36°46'36
? ?. 10' DRAINAGI
?S'1?r08r EASEMENT
20? ------- ------- --- ----,?
Screen Ali Mechanical Units
f RnM PUBLlG R.O.W.
, CALL Pi.ANNtNG DiY1St0N
59
F.F: 915.00
7.oo,
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913.00 ? ? ? ?
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CAII C11Y FORESTER 9EfOtE 911•02
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v 91p 0
16?BIC
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.10
8192 BIBURI, LANE
60'
, o
o I 100-YEAR ELEV. ? I
4.00'
SECTION C*- C*
BUILDER TO MAINTAIN
EROSION CONTROL ?
N V ? ?o.o i
?
F.F = 915.00V
T.O.B = 914.0W
M/ BSMNT: 905.8"
3 '? J ??
? ? $ o g$
11.63 ri .?
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21.71 =[p.? 3.a
CATCH BASIN
?
' T.C = 911.18
3 '
?w ??
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SAN • 5E 902 ?AP,
E.?•S• ?-=-
61
F.F = 917.30
REVISION DATE & REQUEST
i NC o3/20/07REVISIONS PER J. BLAZER (DW)
z C 06-19-07 (DR) NEW HOUSE
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SCHEDiSLE INS,ECTIaN
*"NOTE: WATER SERVICE SIZE = 3/4"."
-+1(.?RnvcrnN,rnr,IANc-E 0.1
City ot Dubiin NOTE : BUILDERS TO PROVIDE
APPROVED AS NOTED 'IREE PROTECTION DURING ALL
F PPO-i• 2 4• o7 pHASES OF CONSTRUCTION.
-J zoNING c?MPUANCE
I HEREBY CERTIFY THAT THE aPPROV ?? ?'? No????
CETY C3rrDrJB1.fN,+DNIO
GRADE ELEVATIONS SHQWN 0N 7 _,241 ,0-7 VG pLOT PLAN
THIS PLOT PLAN ARE THE We hereby certify that the foregoing PLOT PLAN was prepared from
information provided by the Client and data obtained from Engineered
SQUARE FOOTAGE DATA RESULT OF AN "A$ BU? ??" $?RV? Subdivision Plan. This Plot Plan is to be used by the Client for the sole
PERFORMED ON P?? of obtaiuing a buildinE permik The use of the Plot Plan for an
FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY OWCI pU1pO3C 13 StrlCtly piOhibltCd. OU?????????
OF
LoT 16,111.0 w,?,LK 586A
HoUSE 2642.0 SooCoV. _13,629A
? J.
DRIVE 1404.0 LOT COV. 16.40% ;URVEYOR OR BUILDER SIGNATURE ? ATE ; 73 Y
r?
APPROACH G76.O
3 ?rt
? 59.88,
60
N Trea Pr
ection Fencing
J? Mllruf' 9E N TALI ED 4?ti`! :: i
? Fu S p? fQ
r ,
.RLL PLANN '.C "?iiCTfON.
iruSPE+uTION
ICA TES MAJOR
??7 OOD ROUTE
TUL_ 9U9•47_
AY 6ci? ?
?
A/C iJNIT
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m N m 06/30/03 `O REV. DATE:
o~x ~p acnq. m un~m+ ~w a~a m~. r~on ~ ~ss m ~
~a»rrcw sn Fr ~ ~ ~ ~ ~nr ~ra+r ~~s ~rr. ~r. a _ 0
GFNFRAL STRUC DII~QNG RDOM L7&B8 50. FT. 2 3060 NO 13.58 SR FT. 27.12 SR FT. 14.31 SQ FT. 30.9375' 32' 6bT SQ FT, 716 Sn FT. 13.94 Sa FL 5 m 6
TSIDE STRUCTURRL MEMBERS ARE CALCULATED M EXHPUST FANS TO VENT TO THE OU ` a RLL BRTHR00 ON THE FOLLOWING DESIGN CRITERIA ar.ie~c 4 ~so ~ ~.ss sn ~r. ~o.s~s 92" 6.87 SQ FL a ~
RLL CLOTHES DRTER EXHRUSTS TO VENT TO THE OUTSIDE, 1. 40 P,S.F, LIVE LORO IN RLL LIVING RREAS ~ } m : 0
2. 10 P.S.F. OERD LOAO IN ALL LIVING ARERS ar?e~c. t 3ose oR. r~s aA sa ~r. - ~~s ~s2s i7.z sa Ft ~ MRNUFACTURER SPECIFICATIONS AND MODEL TYPE GOVERN • THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS 3. R~ RRFTERS: 25 PSF LIVE LOAD, 15 PSF DFAD LOAD L ~ 60
R ES; 20 PSF TOP CHORD LIVE IQTJBRY 423.41 Sa FT. 1 3~142 NO 7A S0. FT. 6924 S0, FT. 3397 S0. FT. 30.9375' 14" 3.01 SQ FT, 16.94 SQ FT. 47.69 Sa FT. V, TO BE SUBMITTED WITH PERMIT SET. IF MRNUFACTURER IS B. ROOF T USS H
NOT KNOWN, 25 0 MRXIMUM RUN WITH R 5'-0 DEOUCT FOR 10 PSF TOP CHORD DEAD LORD DEGREE ELBOW. CONTRFlCTOR' TO VERIFY INSTRLLRTION 10 PSF BOTTOM CHORD LIVE LOAD FM1dY ROOM 37275 SQ FT. 4 ~oso NO 1358 SQ FT. 54Z4 SQ FT. 29A2 S0. FT. 30.9375' 3r 6.8'! 50. FT, 14.9L SQ F?. 27.48 Sa FT. E EACH 90 m w . YV .V.
LOCATION PRIOR TO INSTRLL, 5 PSF BOTTOM CHORD DERD LORD LIVING ROOM 189A0 SQ FT, 2 3060 NO 13.56 SQ FT, 27.12 S0, FT. 1512 S0. FT. 30.9375" 37 fi.87 S0. FT. 7S6 9Q FT. L9.14 Sn FT. ~r C 0 6/18/07
THE PROVISIONS OF THE NRTIONRL. ELECTRIC CODE DIMENSIONRL LUMBER JOISTS WITH A DEPTH TO WIDTH pQ~ 1~5.ae sa, FT. z 3oso rro 13.56 S0. FT. 2712 SO, FT• 1L75 S0. FT. 30.9375' 3r 6.8T SQ FT. 588 S0. FT. 13.74 SQ FT. n NFPA ?0. SHALL GOVERN THE INSTRLLRTION, TESTING, RATIO E~URL TO OR GREATER THRN 6 TO 1(NOMINALLI'1 ~ N O
OPERATi~N OF THE ELECTRICRL SYSTEMS, SHRLL HRVE BRIDGING INSTALLED BETWEEN JOISTS. Msrn, eow~, zssm sas?, s ~oso r~o u.m sn ~r. ~sy sn m.4 sn ~r. ~o.s~s 3r 5.71 S0. FT. 1D2 50. FT. 1713 $0. FT. ` AND (I.e, 2X12 ,10ISTS OR TALLER).
PROVIOE SMOKE 3 CRRBON MONOXIDE DETECTORS INTERCONNECTED nsr~. eani ~2a5 sa rr. z ~o+o r~s uss sn Fr. Zs.io sa ~r• s.ee sa Fr. ~o•s~s' 2(I" 5.78 SQ FT. 494 SQ FT, 5.04 SQ FT.
WITH 110V. AC, RND BATTERY BACKUP ALL FOOTINGS TO EXTEND BELOW FROST LINE. 32" MINIMUM fROM GRADE Tl'PICRL U.N.O, eoRn, ~2 164.85 SQ FT. 2 ~oso ra II.Iri 9Q FT. 2202 90, FT. 1319 S0. FT. 30.9375' 25ss2s' S.71 Sd FT. &59 Sn FT. IL42 3n FT, i
INSU.RTION EXPOSED TO RTTIC, CRRWL SPACE OF DWELLING UNIT SHRLL NRVE MRX 34" MINIMUM FROM GRHDE RT UNION COUNTY. FLAME SPREAD RATING OF 25 AND MFlX. SMOKE DEVELOPMENT FACTa2 OF 450. PER 36" MINIMUM FROM GRRDE RT DUBLIN RND DELRWARE ,1URISDICTIONS, eoRr~. •3 ie2oo sa z ~oso rq u.m sa Ft. n.oz sa ~t• t4.sa sa. Ft. ~o.s~s 25s625" 5.71 S0. FT. 728 9Q FT. IL42 Sa FT. rlr T
CODE SECTION 316 WIND SPEED DESIGN LOADS BASED ON 90 MPH (3 SECOND GUSTI ~rtn. r4 i~e.ao sa Fr. i ~oso rro um sa ~r. u.m sa ~r, 10.98 Sa FT. 34.9375' zc.ss~s 5.71 SQ FT. 48 9Q FT. 5.71 SQ FT. 8Y J
ENCLOSED, INSULRTED RAFTER SPACES SHRLL BE PROVIOED WITH CROSS VENTILRTION EXPOSURE C. . ,
, OR VRPOR BRRRIER. m~ M T L 1~ ~ ~ ~ ' ~ ~ ~ ' ~ ~ • ~ ~ ' , ~ - GROUND SNOW LOAD 20 PSF. ,
' f~?GFRULT CIRCUIT INTERRUPTER SHRLL PROTECT RLL BRANCH ~D~~~j ' , • • ` , ~ ` . ~ - ` • , ` , CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (8) SEE FOUNDA?ION PLRN FOR DESIGN ALLOWABLE SOIL PRESSURE.
pq
R~L ELECTRICRL OUTLETS, WITHIN 6'-0" OF SINKS, IN GARRGE OR CONCRETE DRIVEWAI'S. CURBS. WRLKS, PATI05, RND RM' BASEMENT 6 ON THE EXrERIOR SHRLL BE GFCI PROTECTEO PER OTHER E%TERIOR FLRT WORK. INCLUDING THE GARAGE SLRB .
NEC SECTION 210,8 SHRLL BE 3500 PSI RIR ENTRRINED.
MINIMUM 20 AMP BRRNCH CIRCUIT SHRLL BE PROVIDEO. SOLELY BR~MENT RND RLL INTERIOR CONCRETE SLRBS SHRLL BE ,
, PER NEC 210,11(c)(2) 2500 PSI AIR ENTRAINED WITH A VAPOR BARRIER LAPPED TO SUPPLY LAUNDRY RECEPTRCLES R MINIMUM OF 6" AT PLL EOGES.
H OHIO PLUMBING CODE 4 RLL PLUMBING TO COMPLY W/ T E STEEL BERMS RRE DESIGNED BASED ON RSTM-R992 (50 KSI) a
RNY WINDOW WITHIN 2'-0"'OF A DOOR , RLL SIDELITES 6 SHOWER
DOORS TO BE TEMPERED PER CODE SECTION 308.0 MASONRY 6 CONCRETE FOUNDATION WRLLS SHRLL BE WRTERPROOFED BY APPLYING AN ~OVE GRRDE OAMP PROOFING PRODUCT
RTTIC RCCESS SHRLL BE FRAMEO NO LESS THAN 22 INCHES BY 30 INCHES RND BY RPPLYING A BITUMINUOUS WRTER PROOFING PRODUCT HRUING A CLERR HEIGHT OF OVER 30 INCHES. WITH A PROTECTIVE INSULRTION BORRD BELOW GRRDE
A PROPER ORRINAGE Sl'STEM SHALL ALSO BE INSTRLLED. ATTIC ILLUMINRTION SHALL BE PROVIDED RND SWITCHED RT THE PDINT
OF RTTIC ENTRRNCE THE GRADE RWRY FROM FOUNDATION WALLS SHRLL FRLL R_ ~ MINIMUM OF 6 INCHES WITHIN 10 FEET. 0
GURRDRRILS SHALL HAVE A HEIGHT OF 36 INCHES AT RLL STAIRS AT RLL
RAISEO SURFACES LOCATED MORE THAN 30 INCHES AB04E THE FLOOR AND ROOF TRUSS AND RAFTER RNCHORRGE SHf~L BE PROVIDED AT SPINDLES SHALL BE P05iTI0NED RS TO NOT RLLOW PASSRGE OF A 4 SPHER~ RLL ROOF MEMBERS. MINIMUM H2.SA BY SIMPSON STRONG-TIE.
SEE ROOF FRAMING FOR RDDITIONAL INFORMRTION NRNDRRILS HRVE MINIMUM AND MRXIMUM HEIGNTS OF 34 RND 38
INCHES MEASURED VERTICRLLY FROM THE NOSING OF THE TRERD. RN ICE BRRRIER SHRLL BE PLRCED FROM THE ERVE EDGE TO HRNDRAILS SHRLL HAVE A SPRCE NOT LESS THEN 1 1/2 INCHES R MINIMUM OF 24" FROM INSIDE fACE OF THE EkTERIOR WALL.
BETWEEN TFIE WRLL AND THE HRNDRRIL THE HRNDGRIP PORTION (ICE BRRRIER SHALL BE TWO LATERS OF UNDERLRYMENT CEMENTED
SHRIL NOT BE MORE THRN 2 1/4 INC,H IN CROSS SECTION DIMENSION T06ETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SNEETI. ~ OR RN RPPROPRIRTE SHRPE WHICH SFiRLL PROVIDE RN EOUIVALENT
GRIPPING SURFACE. ROOF SLOPES FROM 2 UNITS VERTICRL IN 12 UNITS HORIZONTRL UP TO ~ FOUR UNITS VERTICRL IN 12 UNITS HORIZONTRL TWO LAl'ERS OF
PROVIDE PASSIVE RADON MITIGRTION Sl'STEM (DUBLIN AND CRNRL WINCHESTER UNDERLAYMENT SHALL BE INSTALLED PER SECTION R9052.7 OF THE
JURISDICTIONS ONLYI 2006 RCO, NSE OF SINGLE LRTER OF 30 LB FELT UNDERLRI'MENT IS , E~UIVALENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBSTITUTION , a
, THE GARRGE RND RESIDENCE SHRLL BE ~PRRATED B1' R MINIMUM IS ALIOWED.I 1/2" GYPSUM BORRD STANDRRD. RLL CEIL IN G S T O R E C E I V E A W R T E R
- BRSED TEXTURE MRTERIRL SHRLL HAVE 5/8" GYPSUM BOARD RPPLIED. ALL CONNECTIONS TO BE PER THE 2006 RESIOENTIf~ CODE OF ~1I0. ~ , IF HRBITABLE SPRCE IS LOCRTED RBOVE GARAGE. S/8" TYPE X GYPSUM UNLESS NOTED OTHERWISE.
BORRD IS RE~UIRE~ RT GRRRGE CEILING. VENTILATION
ENCLOSEO ACCESSIBLE SPRCE UNDER STRIRS SHALI. BE PROTECTED WITH 1/2 FIRE-X DRYWALL f~L HRBITABLE ROOMS SHRLL BE PROVIDED 0
WITH R6GREGATE GLRZING ARER OF NOT LESS THRN 8 PERCENT OF THE FLOOR ARER OF
OPENINGS SEPARRTING GRRRGE AND R~SIDENCE SHALL BE SEPARRTED SUCH ROOMS. ONE HRLF OF THE REOUIRED
WITN 20 MIN. RRTED FIRE DOORS. AREA OF GLRZING SHALL BE OPENRBLE.
FIRESTOPPING SHRLL BE PROVIDED TO CUT OFF ALL CONCERLED CRRWL SPACE VENTILRTION SHRLL BE POVIDED DRAFT OPENIN6S (BOTH VERTICRL AND HORI20NTAU RND BY MECHRNICAL VENTILRTION RT R RRTE OF
TO FORh1 RN EFFECTIVE BRRRIER BETWEEN STORIES. RNO 1.0 CFM. FOR EACH 50 S~URRE FEET. BETWEEN A TOP STORY RNO THE ROOF SPACE RTTIC VENTILRTIONSHRLL BE 1 TO 300 THE
SOURRE RRER OF THE RTTIC SPACE, PROYIDING a
THE PORTION OF A MRSONRY CNIMNEI' LOCATED THRT VENTILATORS ARE ENSTRLLED IN THE UPPER IN THE INTERIOR Of TfiE BUILDING OR WITHIN THE PORTION OF THE SPRGE.
EXTERIOR WALL OF THE BUILDING SHRLL HAVE A MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES ATTfC VE1VT~ CALCU.ATION
OF 2 INCHES. CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WRLLS OF.THE BUILDING, INCLUDING HOUSE ATTIC S0. FT. 2401
CHIMNEI'S THRT PASS THROUGH THE SOFFIT OR CORNICE 0
SHRLL HRVE A MINIMUM RIR SPRCE OF 1 INCH. AVERRGE S0, FT. SOFFIT VENT PER LINEAR FOOT .067 S~. FT.
HIMNEYS SHRLI EXTEND RT LERST 2 FEET HIGHER GENERAL NOTES~ OF SOFFIT C THRN RNY PORTION OF THE BUILDING WITHIN 10 FEET, 1, GENERRL STRUCTURRL RND RRCHITECTURAL JENT.
THAN 3 FEET ABOVE THE POINT Sa. FT. OF A?TIC SPACE x.0034f1/300) = REDUIRED ATTIC VENT. BUT SHRLL NOT BE LESS NOTES ARE INTENDED TO AUGMENT THE Z~ .0034 816 WHERE THE CHIMNEY PASSES THROUqi THE ROOF. DRRWINGS AND SPECIFICRTIONS. SHOULO
'T.
Y TO TERMINATE WITH SPARK ARRESTOR/CHIMNEY CRP. CONFLICTS EXIST BETWEEN THE GENERAL CHIMNE STRUCTURAL OR RRCHITECTURRL NOTES AND LINEAR FT. OF SOFIT x.067NENT/FT.) = TOTRL UENT, S0. FT. • THE DRAWINGS, THE STRICTEST PROVISION ns x ,O6T ' 14'40
SHRLL GOVERN. 1
2. GOVERNING CODE;
STRICTEST PROVISIONS AS SET FORTH BY; 2006 RESIDENTIRL CODE OF OHIO 0
MASON Y(BRT_CK/STUGGOI VENEEf~
MASONRY VENEER SHRLL BE RTTRCHEO TO THE SUPPORTING
WALL WITH CORROSION-RESISTRNT METHL TIES .
VENEER TIES SHRLL BE SHEET METRL TIES NOT LESS THRN N0. 22 U.S. GAUGE BY 7/8", CORRUGATEO,
EACH TIE SHRLL BE SPRCEO NOT MORE THRN 24 INCHES NTALLY RND VERTICALLIf RND SHRLL ~ p~13 MU~t B~ O~ ~rE ON CENTER HORIZO /~QpRO1~
SUPPORT NOT MORE THAN 2 2/3 SOUARE FEET OF WALL RREA. w
EER. ~OR ALI.1NSPf CT1Q1~, THERE SHRLL BE A MINIMUM OP 1 CLERR SPACE BEHIIJD VEN
MRSONRY 4ENEER SHRLL NOT SUPPORT RNIf VERTICAL LORD OTHER THAN THE DERD LOAD OF THE VENEER RBOVE.
VENEER ABOVE OPENIN6S SHALL BE SUPPORTED ON LINTELS RS ~ Q~W`~ FIED ON PLANS. ~ SPECI ~
RRING SHRLL BE NOT LESS THAN 4 INCHES, N REYIE.VVEO F~R AN LENGTH OF BE BEE w
L C~~,4~'!.Y WI'~N TNE ~ MRSONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL ~ 0
HAVE A MOVEMENT JOINT SEPRRATING THE VENEER SUPPOR?ED ON THE Ep1Y(ON OF tNE WOOD OR COLD FORMED STEEL AND. VENEER SUPPORTED BY HOT ROLLED pENtlAL C4DF Of ONI~ , 0
STEEL OR THE FOUNDATION. ~
K HOUSE WRRP SHRLL BE INSTALLED OVER EXTERIOR SHEATHING IN ~ Q TYVE
RCCORDRNCE WITH MRNUFACTURER'S SPECIFICATIONS.
FLASHING SHALL BE INSTALLED PER SECTION 703.7.5 AND 703.8 OF THE 2006 RESIDENTIRL CODE OF OHIO AN4 THE 2003 INTERNATIONRL RESIDENTIAL
CODE. ~
WEEP HOLES WITH BRICK VENEER SHRLL BE INSTALLED PER SECTION 703.7.6 W
OF THE 20D6 RESIDENTIAL CODE OF OHIO RND THE 20D3 INTERNATIONRL RESIDENTIRL CODE, (IF STUCCO VENEER, SECTION 703.62,1 GOVERNS). W
~ COLU COLUMBUS ~
1
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8 12 ~ ~ a `O REV. DATE; N
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~ 4 20 RIDGE VENT d
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FLUTED PILASTER FURR-DN PORCH @ SIDES FLUSH, ; DETAILS THIS S~1EET ~ CEILING 8-3 1/2 (TYP.I FRONT ONLY ~ PIL11x108 HERDERS TO OUTSIDE, ROWLOCK COLUh
z C U T T O F I T F I R S T F L O O R D E C K g, P U L L E D 1 1/ 2" S C A L E; 1/ 4 - 1 0 S I L L S C R L E, 1- 1- 0 COLUMBUS ~ L`-4
~ (
ALL EL~CTRICAL WORit Will !3E INSTAILEU IM 10~8 NEC. ~~A~ ~GI~K ~~L aE II~AL~EG A~. ~1? V~Jti,~ I N n TICLE 2 ~ ~ o E PER AR ~7 ~ b7 A ADAN E Wli'H TH d Q S T GFlC RECEPTACI cco c ~ o r~ ior~a~ ?N ACCOR01WCE wITN 1NE av " 0 REV.
_SZ.~G a ~ E~ ~ m PR~S'~URE TREATED , E~ct~~ru. coaE. NOTE, ~ ~ ISSUE DATE:
eu~.a~c ca~~ RLL FOOTING DESIGNS BASED ON m
59~_~~~ AN ASSUMED RLLOWRBLE SOIL ~ S SOIL N N 06/30/03 100 PSF m REV. DATE:
BEARING PRESSURE OF 2000 PSF m 11'-8" 20~_8~~ o 0
26 8 =
~ ~ r - - - - - - - - - - - - - - ~ « N ~ m N
~ I 0 m a ~ 0 m
~ - - - - - - - - - ~ I FOOTING AND COURSE HEIGHTS ~ I L IGHTS L
~ I ~ ~ ~ HAVE BEEN ADJUSTED o u 60
I ~ ~ C ~ I H
WITN REINFORCIN E ~ _ ~ ~ = FOOTiNGS ~ ° 00 Y WI7N SEC710N m m W.W.G.
~ ~ SHALL COMPL o ~ ~ ~ ~ ~ TNE 2005 NEG. ° °0 6/18/07 CNJ
ao I 250.50 OF FOUNDATION REINFORCEMENT ~ ~ ~ ~ ~ ~ C MENT 0 SHEET
~ 21'-p" 2-8 3-0 ~ I ,p PER ATTRCHED DETf~IL SHEET ~ ~ ~
, ~ I ~ I `
L - - - _ W8~ 0 STEEL BEAM
~ ~ 0 -10 LONG I i ~ I
- - - - i 32/24 ~ _ _ ~ ~ ~ I ~
~ - ~ I .
~ ~ IN in / ~ - - - - - - - - - - - - - - - - - ~ !i
i ~ , - l, ~ IN ~ ~ ~
I ~ ~ m ~ ~ ~ i I „ ~ -0 ~ ~
~ I 3 1/2 CONC. SLAB OVER U 6 ~
~ ~ VAPOR BARRIER AND tilti ~ SUMP PU m _ „ I ~ ELEC. S RV. PANEL 4 GRAVEL BASE, ~ 0 ~ I. m
~ LOCRTION ~ „ ~ti I MAY VARY LOCATION MAY VRRY. 3 O.D, ADJ. STEEL ~
~ I COL. (11 GA. ON ~ ~ r~ Q
~ I 32"x32"x12" OURED ~ ~ R . ~ ~ ~ ~ 14'-4" u~ I I ~ iv CONC. FTG. ~ I I ~ ( a
I ~ u~ I I°°
~ ~ _ ~ ~ io I I in W8x2 STEEL BERM i i ~ '
- ~ I I ~ 00 I 14'_2" LONG ~ L J I
~ ~ / , I „ - -5 ~ `
~ ~ _ o , 3 1/2 O.D. ~ ~ RDJ, STEEL ~ _ _ ~
I . N COL. (SCHED. 40l
~ ON 52"x52"xl " N I
~n ~ m POURED I ~ ~ N X I CONC, FTG. I
WWI ~ . ~ r--- ----i I
00 w o ~ 3" O. D. A J. S T E E L ' i i F. D. ~
~ WI i i ' ' I o J ~ ~ COL. (1 GA.1 ON , 12 I r_ _ ~ J ~ I I I I ~
ow I 28x28x12 POURED i i ~ T I ~i ~ i i ~ C NC. FTG, - - - - ~ I
~ 3 I ~ ~ , ~ 23'-10" LONG I ~ i i ~ ti i
~ ~ ~ ~ - ~ i - - - - - - - - - - - - ' ~ 14'-4" 11-4 11-11 1/2 ~ ~ ~ I Q
~ ~ t i o I - I o ~ ~ u ~ I IOL
I ~ ~ CRS. ~ i
m! ~ 14'-7 1/2" 3'-7" 4x4 P. POST ~ 11 ~ ~ ON 12"xl 8" ~ I I ' I ~ JJ~ J
~ CRS. _ K, FTG. ( P.) I I I z o
I 12 ~ i i ~S, I I I
_y ~ W8x2 STEEL BEAM- i i m 8 I Y I 1_ II I I L J I I \ S~ I I I O O z
, 14 2 LONG. , i i i P 5 i m 16, CRS. I , ~ ~ _ ~ ~ 12 ~ I I ~
HDR. PER PI.AN I n7 I I ~ ~ ~ • r ~ I r--- \ i =R PLAN
~ ~ ~ I ~ i I ~ I ~ ~ a
~ I I \I ~ ' ~ ' ~ W8x10 STEEL M-_ I I
~ ~ - - 19'-10" LONG ~ OD ~ i u ~ i_ u ~ i_ n ( I 404~
~ I 18-3 ~ 95 i i 104 ~ co I . ~ _ J I
~ m ~ ~ I I ° Q
~ I ` Q 3 1/2" O.D, ADJ, ~ 4 CONC. SLAB OVER iv a
~ _ ~ '`STEEL COL. (SCHED. 40l ~ CRS. 4" GRRVEL BASE, ~ • ~ 0 3Q I 11 I I
~ I , , ON 3 x36 x12 POUR ~ I 3- O.D, ADJ. CONC. F G. ~----------r I ~ ~ c~s. d,l ~.~j ---~r ~I 5 W
- ~ N ~ STEEL CO (SCHED. 40) ~ i ~ iv • CD
~ i~I ~ i; ;i i i~ I I ~ N ~ N ~ ON 3 6 x12 POURED - ~ i i~ ,:e; ~i i ~~i ~
, , i ~ ~ ~ ~ ml ~ CONC, FTG. ' i i~ ~i ~ i ~ ~ c~v~~ \ r., ii._"_'_"~,ILJI~ I I I ZHVEL CE
~ i ~ ~ m LIL
~ 3 O.D, ADJ. i i ;r-~ili I I TIE DRRIN I ~ I I ~ ~ INTO T1LE _ ~ TEEL COL. (11 GAJ ~ r~ ~i 12" BLOCK I~ I oR wE~s DRRIN ) TILE ~
0o I ON 24 x30 x12 p ~ I~ I WEEPS
~ CRS, 13 POURED CONC. FTG. ' 1" BLOCK RT ~_~i CRS. 11 ONLY ~ ~ 1 F O R S L R B S U P P O R T I N I M A R- F L E X ~
o ~ _ _ _ _ _ _ _ _ _ _ _ _ ~ . CRS. 13 ONLY , ~ ~ (TYP.I ~ = EGRESS WDW N / F,R ,SLAB SUPPOR i U I~ I ° WELL DETAIL O
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~ ~ ' I I ~ 6'-0 3/4~~ ~ in ~ o
~ ~ CRS. 12 fV ~ ~ I I I B I. CONCRETE LWTELS SNALL w W
o ~ - - - , . . . . . . . . . . - - ~ ~ ~ CH ND I I , BEAR 8 MIN. EA ~ O
~ • _ J L ~ I H
; ( „ o I ~ I I Y OPTIONAL EXTRA 4 CONC. SLRB W/#3 ~
. } F REBRR 16"OC BOTH WAYS 00 ~ I I ~ ~ „ „ 3,_~~, ROUGH IN 0 .
, 3 D 8 0 OVER 4 GRAVEL BASE. I ~ ~ ~ CRS. ~ COMPLETE BATH~ W QL O
~ , SHADED AREA UP 1/2 11 ~
I ° I ~ ~ CRS. FOR SLRB SUPPORT, } ~ fV , O~ r~/ ~ I N CE O
s J l. - - - - - - - - - - - - - - - - - - - - - - - - - T U Z_
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' ~ aiinv~u.rrt~s o~~~,, 4~,,,~.f COLUh ~ COLUMBUS
~
. I ~l < <
C c
• C C ~ REV.
. Q C
c ISSUE DATE: m 06/30/03
U FIRST FLOOR - 1813 SO,FT. T. L' REV. DATE;
SECOND FLOOR - 1387 SQ,FT, c HEAD HT. 3200 SQ.FT, c T. ~ T. _
. 27'-0" ~~-g~~ 11'-0" 21'-0" _ SUN BOX 8RY RDD- SO SO.FT. ~ T.
3060 3060 3060 TRI. BRY WDW. ADD- 12 SO.FT. ER, ~ T. ER. y
BONUS RM, ADD- 589 SQ.FT. a T. m
4 1/2" GARAGE - 706 SQ.FT. ~ T. 0
(TYP,) ' . ~ o i i o[ r v N 60
Co ~ 0 1~~ X 3' ~IIN. U1MD~NG \ H
° ~ ~ o A MIUf. OF 7-314" BELOW . E ~ ~ ~ _ ~ ~ TNRESHOLQ ~ , ~ TNE TOP OF ~ W. . VY.G.
, , x ~ ~ Y OPTIONAL EXTRA ~ o s/i$/~
" 15'-71/4" 5'-10 1/4" ' ' N 5'- 1/4" 3'-4 1/2" 3'-4 1/2" 3'-4 1/2" 5'-5 1/4" ~ 5 6 1/2 ~ ~ 0
~ o i i ~
ADJUST HEAD HEIGHT o ~ ~ ~ ~ WET BAR w/CAB. HD. HT, m ~ ~ 3 60 3060 3060 3060 `
- FOR SILL TO BE ~ ~ LAUND, TUB R.I. - r-r qT
COUNTER TOP ~-0" HDR. HGT, ~ ~ _ o ; ; N N ~ LRUND. TUB COMP.
~ .B. ~ N 3 0 4 0 ( 2 1, 1 3 Y 4" 7 Y/ 4". L L H D R. ; ~ ; ~ 4 1/ 2" ~J 00
._--LVl-- ~ LAUND. 1UB IN CAB. 0 0 ( l , , - NOTE;------------------------------ , ~
~ ;(2) 2x8 HDR. I I DIS m in ; ~ Z~_p~~ ~ LAl~JO. WALL CAB.
, k ~ - , FULL HEIGHT ~ < - , i ~~S butler's I D.W. I ~ Wp~~, i LAUND, BASE CRB, , , ~ pantry ~ (BERRING WA ~
, ~ ~ , , LLl ~
~ ~ ~ N i . , ~ i ~
~ ; 3068 C.O. ~ ; ; ~ 3s x~4° ~ ~ ~ ELECCIRICAL WORK ti~4iLL 8E IN5TALlEU fN
~ ; ISLRND TOP ~ i i ~ ~ f.'CORO~ANCE YNTH rNE ~ ~L. ~ r~nrr N
~ 4 ~ awu. ~ ~ ~ ~~cr c.r. ~ a~ucoo~. 4 L a
~ ' i ~p 4~_2~~ _ ~v ~ C.T. CPT. . ~ 9 0 1/2 ' ~ m C.T. _
~ ~ ' " ~ , ' ~ ' , ~ ~ ~ ~ ~
tack board v i i , CARPET jn ~0~0 _ 1 ~ ~ ' ~ 60 ISLAND 8 SE i
N BRG, WRLL 3368~: Q~Q m i Gi R~,~' To14~1,~1'~~1111:1E2tQ~N~'.
~ C.O. ~ ' 1 5-4 ~ ~ OPT L. , ~
~ , 'O K~I~~ WET BRR ' ~ 0 2) 2x8 ~ ,
' HDR, C,T, ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
DININ~RM~ ~ s~-~~~ c2~ zxio ; ~ 3A~OKE DE'fECTQRS,RE 'Q P~R
~ ~ 4 ~ CARPET ~ HDR , ~ ~ ~3~
~ , , E p~ CROWN , ~ ' ' W11TER1~ UP R
H .CHAIR RAIL ~ ~ r~' ~ ~ ; t RESIDENT{A~.COpE _ REFR. ~ ~ in y ~ 10
m ~ + ~ o N-- t V , ~ 6 0 , o= - BERRING QG ~ ~ 3 2~ 68 ~ ~ ~ ~
~ 30 8 _ _ - N WRL ~ o c. . NOTE,
m . N :::::::::::!1R}I~::::::~:::::::::' - - - m PANTRY ~ INDICATES NON STRNDRRD ARD a
• , - , ~ HEIGHT WALLS - RS NOTED. :ii;:::: ~ ~ ~ H 5S - ~
- - 7-1 5/8 HGT. w/ BONUS RM. ~ ~ ~ ~ " :s:: o NOTE 00 o RLL OTHER WALLS ARE 9-1 1/8 HIGH 8" HIGH
~ m 13'-6" in 12" ~ RR- ~ E R A ~ RLL STRUCTURAL H ADE S RE
- ~ ~ 5-8 6-1 D N, ' (2) 2x6 - UNLESS NOTED OT,HERWISE. 29 80 29 41/2 310 ~ WISE. O
re~s ~ ~ ~ " o . ~ o. DIMENSIONRL LUMBER FRAMING BASED BASED
(21 1 3/4 x9 1/4 LVL = C.T. ti o~ ON THE FOLLOWING MINIMUM PROPERTIES: 20PERTIES:
_ - . _ ° , ~ oo TYPE OF MEMBER Fb( i Fv( si E(~sil ~ (DROPPED) ~ ~ ~ ~ ~ ` ~ = b ' 1. JOISTS 1000 145 1,600,000 Z E(psi)
~ ~ I i 1D r~ir-- i ~ ~ 1 r-~ ii i W _ x o0 2. BEAMS 1000 145 1,600,000 1,600,000 1,600,000
N 4 ~ ~ ~ ~ ~ ocv I 3. HEADERS 875 135 1,400,000 - ~ _ 1,400,000 ,
I L-- ' q~ g~ ~ ~ ~ ~ 6_ J; I"c --r "I I I ~ ~,tl ~ I~i~u ~ x N ~
_ ~ 1 SHJ L _ J ~ = LAMINRTED VENEER LUMBER (LVLI BASED ~ zxs wr~ ° ON THE FOLLOWING MINIMUM PROPERTIES; /Ll BASED ~OPERTIES:
, ~ ~ ~ ~ ~ bo _ ~ 3 7 6'-11 1/2" HIGH' ~ BRG. WALL • F{~ AS( ~ Fv(~sil ( i 1 ( i
~ ~ WAL L~ STAIR ~ 11-9 20~-4 3/4° WRLL 2650 285 1,900,000 1.900,000
~ CARPET , , W OD ~ DQ 't I(l11~YCI'E ~ o ~ ~ ~ , ~ 0 ~
CROWN ~ R IL , RTTACH STEEL N ALL POINT LORDS TO BE BLOCKED SOLID ~ N ~ +}~oyE ; BEAMS W/ (2) ~ TO FINRL SUPPORT MEMBER OR FOUNOATION. SOLID ,UNDATION. Q
~ PAIR 2668 1/2" DIA, p325
~ N ~ ~ ' ALL OPENINGS UP TO 3'-4" WIDE TO HAVE m ~ , ~ DRS. STD. , BOLTS 0 HAVE W JACK ! n
~ ; ~ oo ~j GLASS DRS ~ A MINIMUM 1 2x4, STUD GRADE SPF, JACK N c~ ~ STUOS UNLESS NOTED OTHERWISE. ° ~oc OPT./EXTRR ~
' N o W12x30 STEEL BERM 00 ~ (2l x10 - - - - ~ ' WIDE TO ~-L
~ { DR.) L1LIV ~ 21'-3" LONG Z o RLL OPENINGS GRERTER THAN 3 4 WIDE TO :K STUDS nl
CPT C.T. N~ p o HRVE 2 2x4, STUD GRRDE, SPF JACK STUDS C.T. T. ~o CFIRPET J m UNLESS NOTED OTHERWISE,
= N g 3" O.D, DJ. - ' , , ~ STEE ' OL, o ~ INDICRTES (3) JACK STUDS TYPICRL G: :AL U o
4 0: _ f11 G.) ~ UNLESS NOTED (~2, SPFI
, W° ,T, Y OPTIONRL EXTRA SLOPE ~ ~ ~ I
(2) 2x8 HDR. ~ = 00 , _ ~ ~ - TO STUDS (#2 SP GLRSS DOORS ¢ #-INDICATES ~UANTITY OF NON S, r~$ ~ ~ 0 w o STUDS (#2 SP0
s 3~ ~A BRICK OPT, ~1 ~ m ~o -INDICATES QURNTITY OF RIPPED LVL STUDS _VL STUDS CL
68 ° ~ ~ ~ 3060 TWIN (21 2x8 HDR. ~ W 1 3/4 WIDE BY WRLL THICKNESS (2650Fb-1.9E) (2650Fb-1.9E) O
, 5 ~ ~ x W ~ ~ , THRCE CA = o R(TY J ~ o, I u~ 1 z
o ' i~ J
3060 WIN N rn . ~ N ~ ~ x
, , ~ BRICK LINTELS, BRG. w 3RG. W
14 SIDE ITES & , ~ 3 410 TRAN OM ABO ~ R 3 1/2" x 3" x 1/4" 4~~ 4" 0
€ LLH STEEL LINTEI~ STEP o H
, ~ ~ ~ B 6" x 4" x 1/2" 8~~ 811 (n J
' ~i¦if~l' STD. WALL HGT. LLV STEEL LINTEL 3'-7 5/8' 6'-0 3/4" '_7 5/8" ~ ~ 8'-3 3/4" H. w/ BONUS RM, 7" x 4" x 1/2" $11 Lli
~ , `t ~ LLV STEEL LINTEL 8
; BRICK EXTEN S 3/8" BEYOND ~ - J rV 0 )ER
o WRLL TO BE FLUSH WITH f 3050 3050 ° DO NOT CONNECT TO HERDER ] $ ~ k ~ N ~ 3/8 PLYW OD TRIM PRNEL K CE O
~ ~ , ~..~..,.......~v. . -jW.......~.~....a.y..,...u~- ~ " ~ ' ~ U
~ 6'-3" 5'-9" 6'-8" 6'-8" 6'-1 3/4" 6'-1 3/4" 6'-8 1/4" 8'-0" 6'-8 1/4" ~ i 3" O,D, RDJ, STEEL
, o . , COL. (11 GA.I EA, END m
~ 12'-0" 13 -4 12 -3 1/2" ~ 21'-4 1/2" ~ ,
~ 59~_~~~ ~Ln
~ ~ ,
~ ~ ~ , LAN W o
; ~ SCALE; 1/4"=1'_0"
~ ~ COLUM coLuMBUS ~ m
~
NOTE;
- ~ - INDICATES NON-STRNDRRD 0
BRICK LINTELS BRG HEIGHT WRLLS - AS NOTED, REV.
3 1/2" x 3" x 1/4" „ ALL OTHER WRLLS ARE 8'-1 1/8" HIGH ISSUE DATE: m 06/30/03
A LLH T 4 S EEL LINTEL ALL STRUCTURAL HEADERS ARE V' REV. DATE:
B 6" x 4" x 1/2" (2l 2x6 - UNLESS NOTED OTHERWISE. m
LLV STEEL LINTEL 0
7" x 4" x 1/2" „ DIMENSIONAL LUMBER FRRMING BASED ~ LLV STEE~ LINTEL 8 ON THE FOLLOWING MINIMUM PROPERT~IES~ m ~
TYPE OF MEMBER ~(~s' Fv( i F(~
D O N O T C O N N E C T T O H E R D E R 1. J O I S T S 1000 145 1,600,000 ?00 0
2. BEAMS 1000 145 1,600,000 HEAD HT. THESE ~ 00 60
WDWS. 7'-4 3/8" RFF 3. HERDERS 875 135 1,400,000 38 0
LAMINRTED VENEER LUMBER (LVU BRSED ~ M W.W.G.
16'-11 1/2" 2'_2" ON THE FOLLOWING MINIMUM PROPERTIES: Fb( si Fvfpsil E(~sil o siisio7
~ 2650 285 1,900,000 )o 0
10'-9" 15~_0~~ 11~_~~~ ~
ALL POINT LOADS TO BE BLOCKED SOLID . TO FINAL SUPPORT MEMBER OR FOUNDAT16N.
- 5~-9~~ 5~-~~~ ~ ~ ~ ~
7 , , f4 r~ ~ ALL OPENINGS UP TO 3-4 WIDE TO HAVE rlr qT w rioD
4040 ~2~ Zx$ GLASS ENCL, ~ ' . a~,~ R MINIMUM 1-2x4, STUD GRRDE SPF, JRCK ~ 3 0 5 0 3 0 5 0 3 0 5 0 ; 3 0 5 0 ; , x H O R. ~ S T U O S U N L E S S N O T E D O T H E R W I S E, ~
, ~~';r r ~ : :
60"x42" ALL OPENINGS GREATER THAN 3'-4" WIDE TO HRVE 2-2x4, STUD GRRDE, SPF JRCK STUDS
~f UNLESS NOTED OTHERWISE.
G~ 7'-9 3/8" WALL KK WiLL BE INSTALlEO iN .
~ 1` MASTER_BE~ RM~ HGT. ON RAISED E~~~j~~~ ~U INDICRTES (3l JRCK STUDS TYPICRL' ~ ti~' ~ ~ ~ E WITH T}tE,~QQ~.. NAt10NAL . 0 1` CARPET LVL s ACGOADANC UNLESS NOTED (#2, SPFI
~J ti EIECTRICAI. C4DE.
ti ~ ~ ~ #-INDICRTES QURNTITY C~F NON-S~D. STUDS (~2 SP ) ~ E.- ~ i i i ~sP) L-u 4
cv o0 J , _ ~ ~ ~ ~ ~ ~ cD ~ ~ _ Q o o GFIC RECEPTACLE PER ARTiCIE 210-8 ~lE~. ~ INDICRTES ~URNTITY 0~ RIPP~d LVL STUDS d
N ~ ; # 1 3/4" WIDE Bl' WRLL 1rHICKN S~ (2650Fb-1.9E1 O J N h ~
N 3'-0" ' , o~ ~ ~ ~ ~ ~ ~ ~ ,
- ~ CRRPET ~ ; ; ~
o pR~11iD&G4R84N MONOXIDE DEfiECT14N~IN ~ ~ - , , i co ~ ACCQROAtiCE WITH CITY OF ~IlBI,{N pRD' CE ~ ,
, ~ ; ~ ~ ' in SECTION 315.
I~ , 3~_5~~ , ~~-7" ~ 21-4 , ~ ~ . ~ ~
- 3 - I I ~ ; c2~ 2Xlo 5 ; •
~ HDR ~
~ ~ PR b'-4 1/4" 8'-0" 6'-2 1/4I' , „ ~ , , 2668 , _ , ,
• 1R/1S 10-9 _ - _ - 7'-5 1/4" ~ ~ ~ - ~ _ ' THIS WALL
~ f 00 I H N i N ~ N i iLL BRG.
; ' i ~ c.~ i ~ RAFTER BRG. , , Q v i 12 PLANT 4 in SEE SECTIONS TIONS
~ Q ~o ~ o z~ ~ ~ d_ __1~ a LEDGE RBOVE $ o a a o ° ' N
~ ; ~ ~ T ti 266 _ NTERTAINMENT NICH . oo ~Ln 1~. - . Q
, ~ _ _ PR. 668- , , , , (2) 2x8 ~ ~ ~ ! ~ ~ (2l 1 3/4"x16" LVL ' ~ CLOSET N ~ u - fV
' ~ 1 9 ~ - - - - - - - - - - - ~ ~ o HDR , ~ CPT. ~ 10 -1 1/ 10' 1 1/2" = I
~ ~ ~ , ~n o m ~ - '
_ ~ ~ C0 , - Tez4 ' FLAT CLG, ~ ~ in m I, o (Nlq~ p~6~' 60 T824 ~ ~ ~ z. 00 1R/1S , ~l 10 S 1/8 WALL HGT. t- , ~ cn~ N~ 2 2 H¢
o ~ . ~,~um~ n~ , , 3 ~ u~~ oC 1`'~ - ~ _ i i - ~F _ : , ~ ~ _ ~ F- 0
1RI1S ~ ~ (V ~ (V i - - - ~ ~i+ ; ~ i a6i ~ o
- N N ~ ~ 5'-11" 5'-8 1/2" ~ ~ 5'-4~~ 6~~ ~ ' ~ - °WN
~ ~ ~ ~ F ~ m 2 ~ N16RS Si i~ E a I
668 2`°6 ' m i i ~ ~ i .
i Q a
~ J ~
3~_~~~ ~ ~66 , ~ 81 19 ~ 8 ~
~ Z E
N ' ¢ I~ I ~ O ~ ~ ~ IW O i Q ~ ~ i
_ ~ ~ - ~ i ~ mOL I ~ o ~
(V ~ ~ i ~ \ W ~ / I J ~y ~ ~1.~ J(n N ~ ~ ~ i N ,,...i ~ ~ / I > ~ ~ ~ \ n- Q W
~ ~ ~ ~ p ~ ~ ~ 31- v i ~ •~-i - ~ ~ o ~ ~ --1 tL , CARPET , ~ cv iv o~ , w¢ -
m i ~ ~ .-~i ~ I ~OL . fV (V \
~ i i ' i ~ W I ~ ~ i i i j j ~ I ~fn ~ ~ (n O .--i
i i c? ~ d~ ~ ~ I ~ i O i
' ' £ Z CRRPET ~ ~ i i ~ o ~ ~ ' ~FURR WALL i ~ ` m O m O
14'-0" 6 ~ 8'-7 1/2" FOR VRC ' i
~ 6 ~ ~ , , , HEAD HT, - ~ ' i i ` W
6'-3 1/2" A.F.F. 2268 -0 3/ ' i CD
~ RES ~ Q1 HERD HT. , ' i ~ ~ 6-3 1/2 R.F.F, , ' I i ~ c
' ' ' 12'-4 1/2" i ~ OL
3050 TWIN ' ; i i i~ . , (2l 2x 2 HDR. ~ ~ SLOPE ~ SLOPE
~ . ~ ~ i ~ _ i , ~ G:
~ A( YPJ ~ ~ ~ ~ N i i , 3-8 Q 3050 TWIN ~ ~ , i (D
~ fV I
~ ~ I ~ I i I u oL
3040 w/(2) 1040 FIXED ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 2-8 /4 ~ m CE
3 0 (3016) 1 2 RND, ~ABOVE i 2- 1/4 i 16 0 i ~ m HERD HT. C~ -0 1/2 A,F.F, ° i
6~_3~~ 5~_9~~ 6~_8~~ 6~_$~~ bo ~ i i ~ i 6 1 3/4 6 6 1/4 i i ~ U
~ ~ i ~ (2l 1 3/4 xll /4 i ~ ~
~ ~ i ~ i LVL HDR. ~ ~ m w
a 12'-0" 13'-4" 12'-g" ~ i i ~ ~ ~ ' ~ i i ~ t 0
~ ~ 38~_~~~ _ ~ - - - ~ 0
• q~ ~ Z_
1+~ V ,,7 1040 FIXED 3 0 1040 FIXED
o }~S~H ~y~~w~ ~ 10'-8 1/4" 3016 1/2 ND. BOVE ip~-8 1/4"
~ ' Q FLI~OR ~IINE~UM . ~S O NET SQ,Ft. 21 4 i/2 v
; SCALE; 1/4"=1'_0" ~ 1-- U)
~ . LEG DOWN TO HDR. w(.,--
~ W/ (5l 2x4 JpCK , w o
STUDS ~ ~ YES
~ 3 CAR ST_QE-LQAD GRRRGE co~u~ COLUMBUS
511(
t
a ~
0 U 0 REV.
m • u ISSUE DRTE:
RAFTER TO 3/4" OSB OR PLYWOOD WE8 m CDNNECT ~ m 06/30/03
X4 ei6" O.C. STUD STUDS WITH (2) lOd TOP OF RRFTER STIFFENER NAILED TO I-JOIST ~n IRL~ WITH DOUBLE BOX NRILS, ONE ~A WEB WITH (31 8d NRILS V' REV. DATE;
OP PLATE, BEVEL CUT. TO BE CONTINUOUSLI' (STIFFENER ON ONE SIDE OF m EACH SIDE SHEATHED. I-JOIST RRFTERI. LEAVE A ~ m 0
(6l 8d NRILS i (6l 16d BOX I~ILS RRFTER MINIMUM GRP OF 1/8" BETWEEN ~ ~G IiJDIST i RRFTER PER PLRN TOP OF WEB STIFfENER AND ~~gpTM °F~,~~ c
PER PLAN ~Z~ lOd NRILS THE I-JOIST FIANGE FULL DEPTN ~ m
ONE EA. SIDE (2) lOd NRILS OSB WEB FILLER I-JOIST BLOCKING ~0R E0~ ` CONTINWUS 2X4 ONE EACH SIOE 24" LONG eom smes o~ ,ioisr, m • ose coR eauau ~ H SIDES OF JOIST. m
PLRTE, FRSTEN TO 1" OSB x 24" WS RE09 BY OESIGM ~ BEAM WITH f2l WEB FILLER i• 2x8 BLOCKING o REOU BY OESIGM z 0
ROOF ~ PANEL STAGGER u 16d NRILS RT TRUSS 1 1/2" BETWEEN N u U' 60
24" ON CENTER I-JDIST H RAFTER ~TERS FOR NAILING ~ H ~
PER PLRN E CEILING m m VY . VY .V.
SEE PLRN JOISTS PER I-JOIST ROOF TRUSS DO NOT CUT N PLRN RRFTER PAST INSIDE C N 6/18/07
CONNECT TO FACE OF BERRING, BIRDS MOUTH" BOTTOM O
RAFTER 2x6 LEDGER RTTRCHED i WEB TRUSS u/(6) CUT AT WRLL TOP PLRTE. '
WEB FILLER PER PLAN TO RIDGE BEAM u/(4) l6d FILLER 8d BOX NRILS 2x6 LEDGER, RTTRCHED TO ATTRCH RAFTER TO TOP BOX NRILS RT 12 O.C. I-JOIST RAFTER RIDGE BERM W/ (4) 16d BOX WALL BY OTHERS PLATE WITH SIMPSON
. LVL BEAM ~?R ~ i PER PLRNS cTl'P) NAILS e 12' ON CENTER, H2,SA RND ONE lOd 80X , PER PLAN -~f+- RIDGE BEAM NAIL EACH SIDE. ~ OT
CONNECT TO ROOF PER PLRN ~ r P~
rRUSS wcrH TRUSS SECTION A- (6) 8d BOX NRILS ~
(2l 2X4
` BIRDS MOUTH
1 RAFTER/TRUSS DETAIL z RIDGE/RRFTER DETRIL 3 CUT RRFTER DETAIL + REINFORCED CANTILEVER DETRIL 5 RAFTER/TRUSS DETAIL 5
NTS SS NTS S1 NTS S1 NTS S1 N?S S1 LEG DOWN LVL S1
4 Q
I-JOIST PER PLRN 6" o.c. HRNGER PER PLRN
(1l 8d TOE NRIL TO 1~~ 9°P JOIST EACH SIDE RT ` I-JOIST minl
BOTH ENDS ~ ' lOd NRIL TO I-JOIST ° o ° o
FULL DEPTH I-JOIST TOP CFiORD OF PER PLAN ~ e -
BLOCKING AT EUERY ~ „ WEB STIFfENER. MINIMUM I-JOIST. ° e ° ~ OTHER SPACE WHEN 1/8 GAP. 3/4 OSB, BOTH SIDES OF ,
I-JOISTS LRP OR BUTT I-JOIST, WITH (3l 8d NRILS 2X4 SOUASH °
OVER BERRING FROM ERCH FACE, BLOCKS, 1/16" (DO NOT USE lx MRTERIALI lOd TOE-NRIL rRLLER THRN F~ler Bbck
(1) 8d NRIL TO PLATE, TO PLRTE 1-JOIST DEPTH. ~ EACH SIDE RT BOTH ENDS i
~CONNECT OOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS AT
WRLL TOP EACH SUPPORT AND AT 8'-0" ON CENTER.
BERRING ~ WEB STIFFENER ONLY REOUIRED (FILLER BLOCK TO BE PER MRNUFACTURER'S SPECIfICATIONS) (ll lOd NRIL TO ` SUPPORT WHERE INDICRTEO ON FLHNS PLRTE. ~PROVIDE 4'-0" FILLER BLOCKS AT ALL CONCENTRATED LOADS.
PLATE RT EACH BELOW CENTER FILLER BLOCKS ON LOAO. BRCKER BLOCK; OSB TNICKNESS SIDE OF WEB (TYP) ~FRSTEN FIILERS THROUGH I-JOIST WEBS USIN6 (2l ROWS OF TO "fLUSH" OUT WE8 BY 12" LONG. FILLER AS RE~UI~ ILLER AS REQUIRED
Sd NATLS STAGGERED AT 6" ON CENTER. ATTRCH WTH (10l lOd NRILS, PER DOUBLE I-JOT CLINCH NAILS WHEN POSSIBLE DETRIL 'ER DOUBLE I-JOIST ~ETAIL Q
' ~FLOOR SHEATHING TO BE GLUED f~JD NRILED TO EACH I-JOIST.
INTERIOR BEARING
~ 6 WEB STIFFENER DETRIL ~ S~URSH BLOCK DETAIL ~ DOUBLE I-JOIST CONNECTION 9 ANG DET r~ BLOCKING DETRIL
NTS SS NTS S1 NTS S1 NTS S1 NTS S1
0
, (il lOd NRIL THRU RIM 80RRD TO EFlCH
~ FULL DEPTH p~~ FLWJGE AT EVERY
I-JOIST BLOCKING I-JOIST
8d NRILS RT 6" O,C. 1" FROM EOGE OSB RIM BOARD ~q 5-u4' ~V w~3 PER PLAN (MATCH ~n (1l i6d NAIL q-p~,» 5-L/40 ~Ahl9 Q
rwx oveaiavc sa~ DEPTN TO I-JOISTSI ' RT 12" O.C. fS Rf~iER SPRCING aIL (3-pLY) C. :Z Z"
~7~ ~ (3) lOd NRILS THRU ° ~ 2" . (TYPI ° ~
JOIST FLRNGE TO + o e SILL PLRTE BELOW
2x2 ed r~n.s qT aG e 2 ON ONE SIDE RNO , 1 ON THE OTHER SIDE ~ Z"
, ' ~ z" I~~- ~ 2K4 CUT o ° ~C
o TO FIT Li
a~ ~o ose zu~ eo. dQIEi. WEB FILLER d?OE NRIL ~R ~ FASTEN RIM BORRD TO BOTH SIDES PLRTE W/(1) ~lOd NAIL 1 3/4" FOR BEAMS UP TO 12" IN DEPTH; (2l ROWS OF l6d NAILS. STAGGER IAILS. STAGGER
t~ TO PLRTE eEaRnrc 9 6" O.C. (TOE NAILED MIN. BRG. FOR BERMS OYER 12" IN DEPTH; (3l ROWS OF l6d NRILS iILS iILS
ti~ ~`4 ~ ~~T FROM EXTERIOR SIDEI SILL FOR BERMS OVER 18" IN DEPTH; (4l ROWS OF l6d NRILS Q,9~ eaow PLRTE ~ ALL NRILS ARE BOX NAILS (DIR. =.131") t~oo~' ~ )
I-JOIST PER PLRN V J
RLL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS =D ON PLANS ~ H
UNREINFORCED ~ ROOF RAFTER ~s CE O
,l ~z CANTILEVER DETAIL 13 14 MULTI-PLY LVL DETAI 15 OVERHRNG DETRIL OUTRIGGER DETAIL RIM BORRD DETAIL S1 ~
NTS S1 NTS S1 NTS S1 NTS S1 NTS S1 W
I-JOIST PER PLRN O
I-JOIST PER PLAN ~ S1MP"~ON LSTR24
I-JOIST sr~ar, o~ Ea.~ E--
PER PLAN OSB RIM BD. CONT, DBL. 2x4 OS8 RIM BD, (1)
SEE SECTION 14/S1 FOR ONNECTIONS 1 H 0 z
FOR CONNECTIONS 2x4 a 16" O.C. ~EIS~ r~
(11 8d TOE NRIL (3l 1Dd NAILS THRU ' EACH SIDE JOIST FLANGE TO m Nk
SILL PLATE BELOW CONT. 2x6 (2x4 OPTIONAU 2 ON ONE SIDE RND W H
1 ON TFE OTHER SIDE
FULL DEPTH I-JOIST BLOCKING 'LRD~R PRNEL" WRLL ~
~ 24 O.C. ~ SEE SECTION 14/S1 ~ s~n MASONRY FDN WRLL Cc ~
FOR CONNECTIONS MASONRY FDN WRLL ' H W
06B WEB FILLER ERCH SI[lE
SUWSON LSSU • li'~JGER OR E~IYiL ~ O
END WALL DETAIL END WALL DETAIL END WALL DETAIL ~
CRAWL SPRCE LEVEL 19
FOUNDATION LEVEL UPPER LEVELS 1~ RIDGE/RAFTER DETRIL 18 16
NTS S1 NTS S1 NTS S1 NTS S1
I--
W
W
, COLUh COLUMBUS
~ `~/t/
, 21'-3 1/2"
FRAMING PLAN NOTES._ ~ ~ REV.
1. FLOOR FRRMING DESIGN BRSED ON BUILD TUB AREA ~ LPI 20PLUS (1.5E1 I-JOISTS BY , OFF BONUS RM. DECK ~ ISSUE DATE: m 06/30/03
LOUISIRNA PACIFIC, U N LE S S N OT E D. ~I ' 2. ALL HANGERS BY SIMPSON STRONG-TIE ~ `0 REV. DATE;
UNLESS NOTEO (RTTRCHMENTS TO BE PER MANUFRCTURER'S SPECIFICATIONS) ~
3. I-JOIST ENDS TO HRVE 1 1/8" OSB ~ I ° IERS
RIM BORRD, ~ ~ 4. DESIGN LIVE LOAD; 40 P9F ~ A,
DESIGN DERD LOAD; 15 PSF ' ~ ' 5. PRRRLLEL TO I-JOIST CONDITION TO - ' m
HAVE LADDER PANEL RT SECOND FLOOR ~ 0
RND RIM BOARD AT FIRST FLOOR. . 6. FLOOR FRAMING SHOWN NELD IN 1/2" i N 60
FROM PERIMETER - SEE START POINT N . ~ DETRIL THIS SHEET, F- ' H
7, LAMINRTED VENEER LUMBER (LVLI BASED (n ~ i ON THE FOLLOWING MINIMUM PROPERTIES; m YV . YV .V.
Fb(PSI) Fv(PSU E(PSII ~ i 0 6/1s/07
2650 285 1,900,0~0 H ' 8. ALL POIN, LOADS FROM RBOVE TO BE ~ @
SUPPORTED W/ BLOCKING SRME WIDTH ' RS CRLLED OUT ON FLOOR PIA 00 \
MRJOR POINT LORDS SHOWN BY . r 2x6 FRRMING 2x6 FRAMING ~ 'RMING
~ LANDING ~ ~ LRNDING DING rlr qT
fV \
RLL BRSEMENT WINDOWS REQUIRE N - - ~ ~ ' ~
(ll 1 3/4"x JOIST DEPTH LVL HERDER ~ m ~ ~ W/3" BRG. EA. END
~ °m m . m
NOTE; SEE SHEET Sl FOR I-JOIST 3~-~ 1/Z" 4~_4 1~2~~
DETRILS.
~
58'-11" - - - - -
Q Q
z~~-o~~ lo~-ii~~ 21'-0" 3 CRR GRRAGE
0
. ~ = BONUS RM. ~ ,
ii v2~ is°iz°iz°s°is° is°io° s iiz° JOIST LRYOUT
- - - " : - - DOWN 1'-11 1/2" BELOW SECOND FLOOR
~
21'-3 1/2"
~r ~ m ~ LUS410
' (TYPJ F
15 1 2" THEN 16" O.C. 16" 1' 0"11" 16" 16" 18 3/8" ~ S 37'-il"
17 /8
1/2" THEN 16" O.C. 16" 13"11"8" i6" 16" 12" 11 1/2" 1/2"
a
(V
~ ~ ~ ~ 4~~ LV
~ F US
N ) J ~
> IF NO B NUS H _ ___J FRRMETBF IF NO B NUS RM. O FRAME T B AREA
° ao OFF GIR ER OFF GIR ER "E"
H r \ r B TT M L G ~ ~ J J " N
~ 00 X S R PI G I ~ ~ m m°° 0° ~ I u~i ~ 0 d- 0
_ ~ ~ ~ S A ~ R 0 " 2'-3 1/2" in ~ ~ ° o ° ° , ~ ~ H SIM, ~ ~ - ` - ~ I ~ I ~ m m = - - - - - ~ 7 SIM. 4 a
~ - - H
~ ~ L T f ~ i _ _ _ _ _ _ i fV - BUILD T B AREA
~ OFF 80 US I OFF BO US DECK W/ 2x8's C~ 16"c/c
J J J J J N N ~ WI ZXS S~~ m m m m m N rn C R N T I L E E R CRNTILE ER DBL.
o ? o 0 0 ~ , „ 2 10 10"
~ ~ a
s ~
I 3 > - - - - s = - - _ = - - _ _ - J -
Y l io ~ - - ~ i.o
~ ao F m ~ ~ T9 STRNDRRD - o~
m ~ ~ m T 0 ~ ~ • LI ITS , „ s F I R E P L A C E N T. l m B O U S • LI ITS \OF m BO US RM.
/ x~ 7 8 LOCRTION ~ ~ ~ V ~ i~~
' m - - -(2l 1 3/4"x9 1 2" VL L N Y 6' 10 1/2" ~ ~ - - ~ 0
m , ~ ~ in
N 9 -3 J
J : J LEG DN. T0= _ w
i J ~ VLs BELOW ~ pp ~ J ~ _ (V I u n ~
3 X 1 2 ~ 3,_i„ ~ N ~ m ~
, oo . N 1 3/4"x9 1/2" LVL L W R I G X ~ ~ EDEAIS ~
~ ~ ~ ~
~ m x m in w
~ (21 1 3/4"x9 1/ " LVL i ~ ~ ~ ~
' 1 m
L 41 N ~ " ~ (T . ~ cl
D L, V N ~ i o~
~ ~ _j W
t : ' W i ' ° ' o = ii ~ ~ ~ o , (_D wo
o ~rn ~ H
d~ , ~ ~i o ~ ~ N (V (V V J ~
] fV 16" 0' -1 1/2" N
~ v . ~ cr_
~ 12'-0" 3'-6 5/8" 6'-1 3/4" 3'-6 5/8" 12'-8" 21'-0" ~ ~ CE: ~ L.lL
~ s~~-tr~ 12~_~~~ 13~_3~~ 12~_$~~ , U W I.L
v ~ W
~ m
~ ~ ~ SCRLE; 3116 -1-0 SCALE; 3/16"=1'_0" c ~ r C L MBUS ~ -
~
a L
Q U 0
~ u REV.
a ~ ISSUE DATE: m 06/30/03
~ u LO REV. DATE;
E m E
2 i ~
c w m
v c ~ N C (D
~ « i ~ 0
u ~ 60
lx8 FASCIA OVER pi c ~
lx6 SUB-FASCIA 1x8 FASCIA OVER ~ m W.W.G.
lx6 SUB-FASCIR ~ 13 CRS. BASEMENT ~ 0 6/18/07
RLUM ; ~ O
GUTTER ' IF 13 COURSE BRSEMENT, ~ REV. 7/26/02
ALUM-? BASEMENT PORTION OF THE FOUNDATION ; '-6' MIMMUM CLEAR CEILING HEI~11T G NEICW
~ GUTTER Zx2 EXTENDS 8" FURTHER BELOW ~RADE. ~ EOUIRED, WITH 6'-8" UNDER B ~ a BEAM$,
2x2 ADJUST FOOTING DEPTHS RND NEWEL 6 PICKET DESIGN ~ UCTS, GIRDERS, SOFFITS, E7C., PEI 3/8" PLYW'D 3/8" PLYW'D BLOCK OUT 4 1/2" CONCRETE BLOCK COURSES RCCORDINGLY. r~wr va~r F~on rrwT sra~,M ; ao UBtIN RDIN E7C., PEI TIP 7
, ~ 0 ANCE, SOFFIT SOFFIT DIMENSION VRRIES- ; ~
SEE TRUSS LRYOUT '
lx FRIEZE ix FRIEZE ii ~ ~ ~ T~~FITIrIfIIZITTTTRirinnni~i j I
i i i~~ CLIP ii ii i i ii ii ii ii ii ii ii ii ii ii ii ii ii ~ SOLDIER COURSE i i i ~ \ LVL s ° ~ ~ ° ° ° ° ° ° ~i ~
EAVE DETRIL EAVE DETAIL IF BRICK , ~ ~ ~ ~ ~ ,
SCRLE, 3/4"=1'-0" BRICK VENEER SCALE; 3/4"= " ~ ~ la' ° ~ ° ° ° ° ° ~ ~ ~ ' 1 0 ~ iiuiiu uiiuii iiii i i ~
71/6" ~,u ~y.uu ~ RIS~ "I" JSTS, w~o "I" STS. - S PLRN RFIILING
R-13 BATT INSUL. ~4 ~v~
HOLD RING _ 2nd FLR. DECK , Q R 19 BATT INSUL BONUS RM. DECK ~ Q
WOOD BRSE JOIST BRCK 7 RISERS ~ LVL' D S N D n ~ ~ ~ COtdPl.l' 3/4 FROM y ~ 7 1/2 lITAIitWAY9'6W~LL LY
SHEATHING FOR 3 1 C T SECfiOM 314 ORC A~ o, , , YVITH R •
JOIST CITY OF DUBLIN ORDINANCE VCE
1x10 ~ ' " ~ - 14" MAX, RISER NEIOHT~ ~ ~ 73 ra
BELT TRIM , 9 3 b~ 10" MIN. TREAD DEPTH SCRLE. 1/4 -1 0 , ,
I i~ i i HRLLWAY 00 ~ , INSULATION ~ 3/g" SOFFIT 9 RISERS i~ _ To
RING JOISTS (TYP.) ~ 7 7/16" in ~ oo ~ ~ KITCHEN
~ ~ ~ ~ lx6 FRIEZE ~
BLOCK OUT ~ ~ e 4 1/2" I ~ ~ ~
~ ~ ~ 2x4-16 O.C. ~
STUD WALL SOLDIER CRS, ~ "I" STS - S E P RN SEE ELEVRTIONS ~ '
0" , = m FOR SIDING INSULATION ~ ~ I ~
TYPE BRICK VENEER 2x6~DECK ~ 5 RISERS PER SPECS 3-7 x 3-1 ~ H~~ aw~
~ in ~ 7 9/16 IF BRICK ~ ~ OtMi~S
VAPOR BARRIER - - - ~ , CANTILEVER DETAIL o - - - ~ A3l~AMD ~ 2
_ _ FIBERGLRS DRAINAGE ~ R , „ SCRLE 3/4 -1 0 & INSUL ~~N~ ~ OF ~~{I~ O OF OHlO
3/4 T&G PLYWOOD . BOARD - in (GLUE & NRIU ~ 00 ° ~ '
7/16 SHEATHIN ~ ~ EXT, ~r ND. ~ ~ 00 Q m~
~ Q WATEI~PROOFING m 10 RISERS ~~~i ~ MEMBRANE ~ ~ 7 9/16 00 0
IYI O ~
JOIST ~ Q WIINDRAIL WITH CIRC uu BRICK BRCKFILL% UTAR ~ ¦ * CIRCUTAR
VENEER 11/4 MINJ 2 5/8 MAX. ~ DIAMETER OR PROVIDE /8" MAX. PROVIDE
SOLID BL CKING ~ ~ BASEMENT STAIR EQUIVALENT GRASPABILITY 4SPABILITY a
C~24" O.C, F JOISTS ~ 2x6 MUD SILL ; ~ HANDRRIL 6 2x4 POSTS
PARRLLEL TO WALL NOT SHOWN FOR CLRRITY 4" CON ''GRAV~L ~ $ CONC. BLOCK
,;1 ~!/1 1/2" ORRINS 2x8 MUO SILL BLOCK
W/ 1/2' FIBERGLASS ; ; , lf HRU WEEP HOLES , _ SILL SERLER 6-0 O.C, MIN. SCRLE, 1/4 -1-0
l. 1/2" BRIC ~ ~ ~
' .J CORBEL .
POURED .
CONC. FTG, REINFORCEMENT
PER DETAIL
REINFORCE ENT - - FND. INSUL. b PER DETRIL WATERPROOFING
SEE DETAIL _ THIS SHEET ~ ~ SCALE, 3/8 -1 0 ISO
rn ~ 2x8 MUD SILL R-13 BRTT. INSUL. 0
~ W/1/2" FIBERGL.
I A VAPOR BARRIER Z R-13 BRTT S LL SE LER ~
INSULRTION R-13 BATT. - o INSUL, ~
~ _ 4 CONC. m c~
SLAB OVER 4" ~ o0 JOIST JOIST o~ ~ TOP OF COURSE 12 )URSE 12
GRAVEL BASE ,
~ c~ ~ ~ 2x8 MUD SILL 8 CONC. c~ WEATHER LIP
8 CONC. BLOCK • f-- S CONC. BLOCK W/1/2 FIBERGLASS BLOCK ' LIP w
FND, INSUL. b SILL SEALER ~
WATERPROOFING 8" CONC. " - ~ ~ - ' 12 BLOCK \ ~ ~ SEE DETRIL BLOCK LUGGED OUT
THIS SHEET WEEP HOLES TO SUPPORT~?
~ 16" O,C, _ SLRB 4" GARAGE N SLAB OVER 4" ~ARAGE _J iB OVER 4" W
~ „ _ ~ GRAVEL BRSE iVEL BASE O
F=0'-0" 3 1/2 CONC, F-f4 -8 ~ SLAB ls~~X F=}4'-8" F=~4~-g~~
8 CEM. COVE , • ~ , , , . , , , , 'o . •o CONC. , . • 16"z8" CONC, 0
o o „ „ • , FOOTING , - 16 x8 , , o ~ , ~
0 16 x8 CONC. • ~ . , - , ~ ~ . : , . ° , , . , ' CON ' ~ • FOOTING , ~ ~ ' P ~o . , p ~o 'a , P • VAPOR BARRIER VRPOR BARRIER
~ FOOTING ' ~ • ' ~ • . , - ' ~ ' ~ • , ~ FOOTING . , oo . OVER 4" GRAVEL , ~ ~ a• ' 9 OVER 4 cr)
°v ~ • 4' GRRVEL , .e; .o; . BRSE GRAV A ~ ~ BRSE EL B SE
~ 3 DIR, PERF, o PLRSTIC DRRIN TILE FELT FLASHING @ C]q I- H
v ,
~ ~ _ ~ W I-
SCALE, 1/2"=1'-0" = W
~ SCALE 3/4"=1'-0" 5. SCALE: 1/2"=1'-0" SCALE~ 1/2"=1'-0" COLUME COLUMBUS U)
lO! C /
~
. ' 3/4" TdG FLOOR SHEATHING ~
1/2" SHEATHING, TYP, (NRILED AND GLUEDI RE ~
~ c~~~ ~~~~~~-~o~~ ISSUE D .
~~o~~~~~~~u~~u-~ ~c~o~-~~~~~~ 1 1/8 OSB RIM BOARD, 1 1/8" OSB RIM BOARD, ' 12/17/0 ' R E V I S NS:
ATTRCH TO MUD SILL WITH JOIST PER PLAN RTTACH TO MUD SILL WITH
wSEE STRUCTURAL NOTES THIS SHEET~ 10d NAILS ~ 6 TOE-NAILED TIGHT TO RIM BD, lOd NAILS ~ 6" TOE-NAILED FROM OUTSIDE FACE. FROM OUTSIDE FACE.
JOIST PER PLAN
SOIL EQUIVRLENT FLUID PRESSURE = 45PCF 3-lOd NAILS PER IST FOUNDRTION ANCHOR • b ~
DAMPPROOFING ABOVE ~ TOE-NRILED, TYP. PER SCHEDULE. REINFORCEMENT SIZE MRXIMUM GRADE ~ FULL DEPTH I-JOIST BLOCKING
WRLL HEIGHT d SPACING, C/C UNBALRNCED DAMPPROOFING ABOVE ~ (a0F COURSES) ~ ~ ~ ~ FILL HEIGHT TYPICRL I ~ 24" O.C, TIGHT TO RIM BORRD ) . .
8 9 l0 11 GRADE i GRADE AND ADJRCENT JOIST, GLUE & NAIL NAIL ,
~,-4„ „ i TYPICRL ~ TO PLYWOOD SUBFLOOR W/6-6d 72" 72" 72" 'I2" 5 7 ~ GRADE
tii COURSES) COMMON NAILS, , 8'-0" ~
(12 COURSES) ~Z" 72~~ ~2~~ ~Z~~ 6`3~~ FOUNDATION ANCHOR ~ ~ rn
e'-$" 64" 72" 72" 72" 6'-11" WATERPROOFING, TYP. PER SCHEDULE, c13 COURSES) „ 3-lOd NAILS PER ER, BLOCKING,
5 TO ~ TOE-NAILED, TYP, ~ J O
5" TO OF REINF, ~ REINF, PER SCHEDULE (NO BRICK) Q y.. o C3
OF REINF, GROUT SOLID. (NO BRICKI Z Uj.
SOIL EQUIVALENT FLUID PRESSURE = 60PCF REINF, PER SCHEDULE WATERPROOFING 8" CONC. CMU
~F p ~•.S GROUT SOLID. REINFORCEMENT SIZE ,s ~P y s O F 0/~j~ 'ss,3 2 O co
WRLL HEIGHT 6 SPACING~ C/C MRXIMUM FILTER MEMBRRNE , , , , ~ r' ~'''t, ~O (a0F COURSESI UNBALANCED ANCHOR tiGLi5 F cr~ bU~l6di~ COL`E 4RANCMOK SEE SECTION 1 ~ if BENJAMIN'~. JJAMlN W o~
#8 ~9 #10 ~li FILL HEIGHT 8 CONC, CMU STWIPS APPROVED BY THE CITY OF DUBLIN. FOR RDDITIONRL ? W, W
~ ~ ~ INFORMATION E ~1i RUSSF_LL ' 7-4 72„ 72~, 72„ 72~, 5~_~~~ 24 MIN. GRAVEL s ~~:9 (il COURSES) AROUND FOUND, t ~`':9~E-~ny~jq,~' ; "SELL . - ~mU~ ob~ T~ t.' I.19 a.
$,_a~, INTERIOR . T ,,.F
56" 72" 72" 72° 6'_3" WEEP HOLES ~16" O.C, MAX, t~'`(~ ''~~'~STEP~'(^~ , (12 COURSES) . , ~ • 1 0 14 l1'~ `4~~ . V....
s~-s~~ as~~ ss~~ n~~ ~2~~ s~-ii~~ . ~ ; , , • . N 3/4"=1'-0" ~0 ` (13 COURSES) T R -wR~ ~ • ~ • ~ ` MASB - ANCNOR S1RAP T ,
H U L , . . , , - „ 1S NO W P TU S e~, F-0 0 3 1/2 CONC. EE BE SLRB PERMITTEQ FOR USE IN CIYY OF DUBEIN BRICK g 0~~
4 0 . 141 ~ , AT 48 oic . • , , ~ , ~ VENEER 14I oa
CONT. 8"x16" 'e ' • ~'e ~ e ~'a ~'a ~ ' :'e ~ ~
CONC. FOOTING ~ ' ' ' • ' , 6 ' ~ .
~~~~~,4TI~~ ~1f~J~~i~Fi ~~F-0~~9.~~,~ . ~ o .;a • P '0 1 1/8 OSB RIM 80ARD, , , : . . ' ' ATTRCH TO MUD SI~L WITH
• ~ JOIST PER PLRN
SOIL E~UIVALENT 2X6 SILL PLATE TO o0 4" GRAVEL lOd NRILS ~ 6" TOE-NAILED FLUID PRESSURE FOUNDATION WALL BRSE FROM OUTSIDE FACE,
RTTACHMENT COMPACTED SOIL , „ 4" HIGH AROUND 1-0
FOOTING, Tl'P. MIN, S 1/2" TO ~ „ ~ a 24„ O.C. ~
i~2" DIR. RNCHO BO~T ~ 48" O.C. OF REINF, FULL DEPTH I-JOIST BLOCKING ~ 24 O.C, 45 P F ~4" EDGE DISTANCE AND 5" MIN, EMBEDI „ y~~,~ ~ (TYP. ~ BRICKI TIGHT TO RIM BOARD RND ADJACENT JOIST, "ENT JOIST.
~ CONT, 3 DIA, PLASTIC ~L ~ OR Q nflil~ - O~ GLUE b NRIL TO PLYWOOD S BFLOOR W/6 6d GRAf}E W IMP N MR B OR MRB15 ~ 24" o,C. PERF, DRAIN TILE 'ro BE COMMON NAILS. LOOR W/6-6d Q
, „ PRESSU , RE TREA TO SUMP - TED ~/4 1-0 NA P R A K N,
3-lOd ILS E E, BLOC I G
n` ~ TOE-NRILED, TYP. , y C~ O TYPICRL ~ ~ v 5 „ ~ t
1~2 DIR. RNCHOR BOLT a 32 o.C, ( 1 1/8 OSB RIM BOARD. GRRDE 4 CMU 60 PCF (4" EDGE OISTANCE RND 5" MIN. EMBED,) ATTRCH TO MUD SILL WITH
oR 4 lOd NAILS ~ 6" TOE-NAILED SIMPSON MRSB OR MRB15 ~ 16" o.C. w FROM OUTSIDE FRCE. 8 CMU FOUNDATION ANCHOR
BRICK SEE SECT ON PER SCHEDULE.
VENEER REINF, PER SCHEDULE I 1 M R X I M U M M A S O N R Y F O U N D R T I O N W A L L H E I G H T - 8- 8 GROUT SOLID, F O R A D D I T I O N A L
MAXIMUM UNBALANCED BACKFILL HEIGHT - 6-il INFORMATION
SIMPSON MASB NOT RCCEPTABLE WITHIN DUBLIN ,
GROUT COLLAR JOIST PER PLAN ~
JOINT SOLID TIGHT TO RIM 80.
„ 3/4"=i'-o" ~ ~ ~ srRi.T,r ~__~~__~a~__riorFS 5 1/2 TO ~ !~~~~t t
GENERAL, OF REINF, ~ ~ 1. TFiE STRUCTURRL NOTES RRE INTENDED TO AUGMENT THE DESIGN DRAWINGS, SHOULD DISCREPENCIES (TYP, ~ BRICKI 3-10d NRILS PER JOIST ~ f?n ~ i'; F •,rrY
EXIST BETWEEN THE DRfiWINGS HND THE NOTES, THE STRICTEST PROVISION SHALL GOVERN, TOE-NAILED, TYP. 1/2~~ SHERTHING, TYP, 3/4~~ T6G FL00 R,,,_I~ 2. THE CONCRETE MRSONRY UNIT FOUNDATION Wf~L DESIGN HEREWITH IS BASED ON ONE AND TWO STORY ~ WRILED AND GLNJ t, )0 R~f._ ~JG
RESIDENIIAL CONSTRUCTION WITH LORDS DISTRIBUTED AIONG FOUNDRTION WfaLLS, n A 3, SHOIILD CONFIICTS RRISE BETWEEN SITE CONDITIONS RND PSSUMED DESIGN CONDITIONS ENGINEER 1 1~8 OSB RIM BORRD~ F~ ~ GLR.~ YJ
SHALL BE NOTIFIED PRIOR TO PROGRESSING WITH WORK, 4 CMU RTTRCH TO MUD S W 4. IT IS SO~ELY THE CONTRACTOR'S RESPONSIBILITY TO fOLLOW ALL PPPLICRBLE SAFETY CODES AND ILL ITH ,~t~, s . u
REC~~aTroNS ouRCr~ a~~ ~RSes oF coNSrRUCrtoN. FOUNDATION ANCHOR lOd NRILS ~ 6 TOE-NAILED 5. THE cONTRRCTOR IS RESPON5IBLE fOR VERIFYING PLL DIMENSIONS AND CONDITIONS RELRTING TO ,
EXISTING CONSTRUCTION RND EXISTING SERVICE ON THE SITE. TYPICAL PER SCHEDULE, FROM OUTSIDE FACE. JOIST PER ~PLRN ~ ya 6, THE CONTRRCTOR SHRLL VERIFY RLL PERTINENT DIMENSIONS WITH THE RRCHITECTURRL DRHWINGS TIGHT TO RIM B RN B 0
PRICR TO PROCEEDING W[TH THE WORK, GRRDE 7. DESIGN BASEO ON 3i4 idG PLYWOOD SUBFLOOR GLUED HND NRILED c6d e 1" O RN H AVY TY REINF, PER SCHEDULE ,
CONSTRUCTION RDFiE5IVE1 STRPLES RRE NOT RCCEPTRBLE IN LIEU OF NRILS, ~C, D E DU GROUT SOLID, HOLD SILL PLATE 8 CMU
FOOTINGS; OUT 7/8" 3-lOd NRILS PER OI T 1. F ONC ESETSHALL ~AVE~R U IN[MUM 28-D YECOM RET SNI E SR RENGTH OF f'c=2500 PSI.N RSSUMED SEE SECTION 1 THIN BRICK RPPLIED TOE-NAILED, TYP. i PER ORT , TYP. ~
RLLOWRBLE SOIL BERRIN~ PRESSURE OF Fb=2000 PSF). FOR ADDITIONAL
MRSONRY: INFORMRTION ° TYPICAL
1, MRSONRY MRTERIALS GRADE f~ MRSONRY CONSTRUCTION FlND MRTERIRLS SHRLL CONFORM ?0 REOUIREMENIS OF PCI
530.1-05/ASCE 6-05 "SPECIFICRTIONS FOR MRSONRY STRUCTURES" • B, HOLLOW RND SOIID LORD BERRING CONCRETE MASONRY UNITS - RSTM C90 - •
NORMAL WEIGHT. MINIMUM COMPRESSNE STRENGTH 1900 PSI. 3~4n-1~'a~
2 MORT~2CMU UNITS TO BE LRID IN RUNNING BOND PRTTERN. FOUNDATION RNCHOR a Asrn c2~o rrPE s. WAT RP PER SCHEDULE :ON RNCHOR ~ LL =DULE. ~
B, RLLOWABLE FIELD MIXESt (BY YOLUMp E ROOFING, TYP. CEMENT-LIME~ 1 PRRT POR7LRND CEMENT. OVER 1/4 TO 1/2 PRRT HYDRRTED LIME.
SRND = 2 1/4 TO 3 TIMES THE SUM OF THE SFPRRRTE VO~UMES OF CEMENTITIOUS MRTERIf~.S, ~2
SRNDNR Z lE4ET0 31TIMESRTHE SUM Of THEESEPRRRTE VOLU ES OF~CEMENTIT 0 S~MATERIRLS. 1 LIS~~ OSB RIM BOARD. 5~~ TO ~ 3, GROUr RTTACH TO MUD SILL WITH OF REINF. Z 0
Fl. R5TM C476, MINIMUM 28-DRT COMPRESSIVE STRENGTH 2O00 PSI. LOCI NAILS L~ 6~~ TOE-NRILED B. BLOCK RT BERM BERRING, PILASTER, AND PDINT LORD LOCRTIONS TO BE 6ROUTEO SOLID OR SOUD WO BRICK)
C, CONSKIFRR 2G~ SES BELOW BEARUJG. FROM OUTSIDE FRCE. JOIST P REINF. PER SCHEDULE OL 0 E UT RT TIME OF PLRCEMENT SO AS TO fILL ALL VOIDS RND INTERSTICES. ER PLAN GROUT SOLIO. =R SCHEDULE v If )LID. m
CONSOLIDRTE GROUT LIFTS OF 12" OR LESS BY MERNS OF WD~LING OR MECHRNI(XaL VIBRRTION. CONSOLIDRTE GROUT LIFTS EXCEEDING 17' BY MEANS OF MECIiRNICAL VIBRRTION RND RECONSOLIDRTE FILTER MEM6RANE
RFTER INITIAL WRTER LOSS RND SETTLEMENT NRS OCCURRED. HOLD SILL PLRTE D, RCCEPTABLE GROUT FIELD MIX~ (BY VOLUMEI 1 PRRT PORTLPNO CEMENT, 1/ID PART HYDRRTED OUT 7IS~~ n CONC~ CMU CMU Z
LIME, SRN~ = 2 1/4 TO 3 TIMES THE 9UM OF THE VOLUMES OF THE CEMENTITIOUS MRTERIALS. FULL DEPTH I-,JOIST BLOCKING L~ Z4 SLUMP TO BE BETWEEN 8" TO 10". 4. STEEL REINFORCEMENT BAR gEOUIREMENTS; THIN BRICK RPPLIED TIGNT TO RIM BOARD RND ADJACENT JOIST, 24" MIN, GRAVEL
R. RSTM R615, asss - cRaoe so. GLUE & NAIL TO PLYWOOD SUBFLOOR W/6-6d RROUND FOUND, B. P~ROWN FROM RLL FULL~H IGHT?MRSONRT WRLL CORNERS. ~~L BEGIN RT THE MAXIMUM SPRCING TYPICAL COMMON NAILS, INTERIOR ; • ~ 1
ILES 16" O.C. co ~
GRRDE WEEP HOLES 16" O.C, BRCK FILL 3-lOd NAILS PER EA. BLOCKING, N 1. PROVIOE 24" OF FREE DRRINING GRAVEL MRTERIAI. tWASHED k 57 STONE OR E0.1 R80VE TOP OF FOOTING ' ~
BY THE WIDTH OF THE EXCRVRTION. ~ TOE-NAILED, TYP, p•~ o 2. PROVIDE FILTER FRBRIC BETWEEN THE FREE DRRINING MATERIRL RND BRCKFILL MRTERIRL RBOVE, THRU"WALL ~ e F-O~~O~~ ~
3. B R C K F I L L 2 4" R B O v E T O P D F F O O T I N ~ T O F I N I S H E D G R A D E M R Y B E R N Y N A T I V E S O I L 4 M I C H I S F R E E O F F O U N D R T I O N A N C H O R W E E P T U B E S e. I n 3 L 2\ ~ ! SLAB CONC,,d.,
OUIVPLE TGfLUID PR SISURE~E39 TF~iNVOR 6' IN SIZE, BACKRILL SOIL TYPE SHALL Y1ELD R SOIL S~~ TO AT 48~~ O/C o ' SLAB EQURL TO THE P ESSURE USED FOR DESIGN OF THE MRSONRY PER SCHEDULE. . wa~~ OF REINF. ~ ' ~ : , . , ,
4. FOUNDRIION WALLS TO BE PROPERLY BRFlCEO PRIOR TO BRCKFILLING OPERATION. BRRCES ARE TO REMRIN CONT. 8 x16 ' e o', ~~o ~,%~~o ,%~~o IN PLRCE UNTIL SUCH 1IME THRT THE FRRMIN~ RND FLODR DIRPHRRGM RRE IN PLFlCE AND THE MRSON2Y (NO BRICK) REINF, PER SCHEDULE ' _ • : ~ { ~ ~ +,~s ~,e ~
WPLI IS BRRCED PER PLRN, CONC. FOOTING r ~ ~ GROUT SOLID, ' s ~ . • ~ ,
W000 FRPMING i~ ~ o ~ ~~;o', ~ r,~ ~ WRTERPROOFING 8 CONC. CMU ~ • ' • : : ; ~ : l. FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST .rr4.Sn2 .
2 NAILS ARE BOX TYPE (0.131'DIAJ UNLESS NOTEO OTHERWISE. TOE-NRILED CONNECTIONS TO BE PER ~;r,'+;•~~~~;r,'~; , ~ ~ pp 4° GRI 20D1 RFdPR NDS REOUIREMENTS. I BASE 00 4" GRAVEL
Four~oanoN ~,crroRS; SEE SECTION 1 COMPRCTED SOIL BASE
1, MUD•SILL STRRPS; INSTPLL PER SCHEDl1LE R80VE(STRINLESS STEEL OR G185 G~I.VANI2ED IF USED WITH n 1'-0~~ PRESSl1RE TREATED LUMBERI FOR ADDITIONAL 4 HIGH RROUND
2, RNCHOR BOLTS; 1/2" DIRMETER~WITH 5" EMBED, GROUT SOLI0. fi,8 TO PROJECT 2 1/2" HBOVE TOP OF INFORMATION FOOTING, TYP. MIN, - W
FOUNDATION WRLL. BENT BRR (l OR HEX HEAD, OR PLRTE HEAD RRE RCCEPTABLE ISTRINLESS STEEt. OR G185 GALVANIZED IF USED WITH PRESSURE TRERTED CONT, 3~~ DIA, PLASTIC W
PERF, DRAIN TILE
3/4"=1'-0" 3/4"=1'-0" H 6 c~n
~
r t a
0 U ~ REV.
m u ISSUE DRTE:
~ 0 N m 06/30/03
, ND~Ol7M ROU~I MpOqC,O~,M IEM? AJ~ti p~,Opl~lp'~~,g p/,~p~OD,~ ~ fY~~ ~ ,ffQfl m `O REV. DATE: m
LCCRTIOY ~1 Fi, SRE IJ~ 911 fT. 512 fT. NlDlN fQGHf ~fff~5,4~ VFM, YEM, o 0
GEN RA STRU TURA NOTES =
RLL BRTHROOM EXHRUST FRNS TO VENT TO THE OUTSIDE STRUCTURAL MEMBERS RRE CALCULRTED o~c ~oon 1?aae ~~r. 2 ~o w l~.ss sa ~r, nu sa ~r. i4.~ so. ~r, ~o.s~s sr 6.87 S0, fT. 7d6 S0. FT. 13.74 SQ FT. ~ ON THE FOLLOWING DESIGN CRITERIR ~ ~ m 6 ~
RLL CLOTHES DRYER EXHRUSTS TO VENT TO THE OUTSIDE. L 40 P.SF. LIVE LOAD IN RLL LIVING RREAS aT'~' 4 ~ 1 lasa sn ~r. ~o.s~' 32" 6.87 S0. FT. `m MANUFACTURER SPECIFICRTIONS AND MODEL TYPE GOVERN 2. 10 P.SF. DEAD LOAD IN ALL LIVING AREAS iar.~eac - i 3ose ort res ao sa Fr, - - ~s ~szs i~~ sa FT. ~ m ~
THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICATIONS 3. A. RAFTERS: 25 PSF LIVE LORD. 15 PSF DEAD LOf~ L 0
TO BE SUBMITTED WITH PERMIT SET. IF MRNUfpCTURER IS 6. ROOF TRUSSES; 20 PSF TOP CHORD LIVE iar?eac. 4t3.4t sa ~r. i av~z ND 7A SQ FT, 6924 Sa FT. 33.87 SQ FT. 30.9375' 14' 3At SQ fT. 16.94 91 FT. 47.69 S0. FT. N NOT KNOWN, 25-0" MRXIMUM RUN WITH R 5'-0" DEDUCT FOR 10 PSF TOP CHORO DERO LORD ~ 60 H
ERCH 90 DEGREE ELBOW. CONTRACTOR TO VERIFY INSTRLLRTION 10 PSF BOTTOM CHORD LIVE LOAD FRMILY ROOM 37275 SQ FT. 4 ~o rip ~.ss sn Fr, us4 so, ~r. zs.at so, ~r. ~o.y~rs 32` 6,87 S0. FT. 14.91 SQ FT. 71,48 SQ FT. ~ IOCATION PRIOR TO INSTALL 5 PSF BOTTOM CHORD DERD LOAO les.oo ~~r 2 ~o rq lasa sa ~t, z~.~ ya ~r. 15.t2 sa ~r. 3o.y~rs 32• fi.87 9Q FT. 7Sg 9Q FT, 13,74 SQ fT. E
m THE PROVISIONS OF THE NRTIONRL ELECTRIC CODE DIMENSIONRL. LUMBER JOISrS WITH A DEPTH TO WIDTH ~ W. . VV.G.
RRTIO EOURL TO OR GRERTER THRN 6 TO 1(NOMI~LLYI °°r l+~.ea sa Fr. z ~o r~o l~sa sa ~r, z~.~ sn u~s ~~r, ~o.s~s' sr 6.87 S~. FT. 598 SQ FT, 13.74 Sn Ff. ~ NFPR 70. SHRLL 60VERN THE INSTRLLRTIDN, TESTING. N 6I18I07
RND OPERRTION OF THE ELECTRICRL S1'STEMS. SHALL HRVE BRIOGING INSTRLLED BETWEEN JOISTS. ~u fi.e, 2X12 .JOISTS OR TALLERI. nsrz e~. 2ss.ro s~r. 3 ~so rq ~.o~ ~r, ~.e~ ~ Fr. 2a4 sa ~r. ~o,s~s' sr S71 SQ FT, 102 S0. FT. 1719 SQ FT. O
PROVIOE SMOKE 3 CRRBON MONOXIDE DETECTORS INTERCONNECTEO nsr~. ~arn i2as sa Fr. 2 404o r~s i~ss si rr. z~.w sa vt. s.ea so, rr, ~o.so~s za~ 5.?B SQ FT. 494 SQ F7. 5.04 SQ FT. WITH 110V. RC. AND BATTERY BRCKUP ALL FOOTINGS TO EXTEND BELOW FROST LINE.
32" MINIMUM fROM GRROE TYPICRL U.N.O, eoert •z is~.es sa F1. 2 ~oso rro UDl SQ P7, ~2D2 9p, FT. 1319 SQ FT. 3D.9375' zs.sszs 5.71 Sd FT. &59 SQ FT. 1142 Sa FT. INSULATION EXPOSED TO ATTIC, CRRWL SPRCE OF DWELLING UNIT SHRLL HAVE MAX 34" MINIMUM FROM GRADE RT UNION COUNTY.
FLAME SPREAD RATING 0~ 25 AND MAX. SMOKE DEVELOPMENT FACTOR OF 450. PER 36~ MINIMUM FROM GRHOE RT DUBLIN AND DELRWARE JURISDICTIONS, aoRrt •3 ie2oo sn ~r. 3 ~oso rio u.m sn ~r, ~m so. ~r, i4ss sa ~r, ~o,y~s zs,sszs~ 5.71 SQ FT. 728 Sn FT. l713 SQ FT.
CODE SECTION 316 , WIND SPEED DESIGN LORDS BRSED ON 90 MPH (3 SECOND GUSTI eoRn, ~4 ise.oo sn ~r. i 3oso rq 11AL 9Q Ff, ILDi 90, FT, IQ98 9Q FT. 34.9375' ze.sszs s.n so. rr. 5.4e sa Fr, s.n sh. ~t.
ENCLOSED, INSULRTED RAFTER SPACES SHRLL BE PROVIDED WITH CROSS VENTILHTION EXPOSURE C. OR VRPOR BRRRIER. ~
RRC-FRULT CIRCUIT INTERRUPTER SHALL PROTECT ALL BRRNCH GROUND SNOW LORD 20 PSF,
CIRCUITS SUPPLI'ING BEDROOM OUTLETS PER NEC 210.12 (B1 SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE.
ALL ELECTRICAL OUT~ETS, WITHIN 6'-0" OF SINKS, IN GRRAGE OR CONCRETE DRIVEWAYS, CURBS. WALKS, PRTIOS, RND RNY
BRSEMENT d ON THE EXTERIOR SHALL BE GFCI PROTECTED PER OTHER IXTERIOR FLRT WORK. INCLUDING THE GFlRRGE SLRB NEC SECTION 210.8 SHRLL BE 3500 PSI RIR ENTRRINEO.
MINIMUM 20 AMP BRANCH CIRCUIT SHALL 8E PROVIDED, SOLELY BRSEMENT HND ALL INTERIOR CONCRETE SLRBS SHRLL BE TO SUPPLY LRUNDRY RECEPTACLES, PER NEC 210.11(c)(2) 2500 PSI AIR ENTRAINEO WITH A VAPOR BARRIER LAPPED
~ A MINIMUM OF 6" RT ALL EDGES. ~ ALL PLUMBING TO COMPLI' W/ THE OHIO PLUMBING CODE 4
STEEL BERMS RRE DESIGNED BRSED ON RSTM-R992 (SO KSII , RNl' WINDOW WITFiIN 2'-0" OF R DOOR , RLL SIDELITES d SHOWER d 24
DOORS TO BE TEMPERED PER CODE SECTION 308.0 MASONRY 6 CONCRETE FOUNDATION WALLS SHALI BE WRTERPROOFED
BY RPPLYING RN RBOVE GRRDE DRMP PROOFING PRODUCT RTTIC ACCESS SHALL BE FRAMED NO LESS THAN 22 INCHES BY 30 INCHES RND 8Y RPPLYING A BITUMINUOUS WATER PROOFING PRODUCT
HRVING R CLERR HEIGHT OF OVER 30 INCHES. WITH A PROTECTIVE INSULATION BORRD BELOW GRRDE. A PROPER DRRINRGE Sl'STEM SFI~LL RLSO BE INSTRLLEO,
RTTIC ILLUMINRTION SW~LL BE PROUIDED AND SWITCHED RT THE POINT OF RTTIC ENTRRNCE • THE GRRDE AWRY FROM FOUNDATION WALLS SHRLL FRLL R
MINIMUM OF 6 INCHES WITHIN 10 FEET.
GURRDRRILS SHALL HAVE A HEIGHT OF 36 INCHES RT RLL STRIRS RT RLL RAISED SURFACES LOCRTED MORE THAN 30 INCHES ABOVE THE FLOOR RND ROOF TRUSS RND RAFTER RNCHORAGE SHRLL BE PROVIDED RT
SPINDLES SHALL 8E POSITIONED AS TO NOT ALLOW PRSSRGE OF R 4" SPHERE ALL ROOF MEMBERS, MINIMUM H2.SR BY SIMPSON STRONG-TIE. , SEE ROOF FRRMING FOR ADDITIONAL INFORMRTION •
HRNDRAILS HAVE MINIMUNI AND MAXIMUM HEIGHTS OF 34 AND 38 INCHES MERSURED VERTICALLY FROM,THE NOSING OF THE TRERD. RN ICE BARRIER SHALL BE PLRCED FROM THE ERUE EDGE TO
HRNDRRILS SHALL HRVE A SPACE NOT LESS THEN 1 1/2 INCHES A MINIMUM OF 24" FROM INSIDE FACE OF THE EXTERIOR WRLL. '
BETWEEN THE WRLL RND TtiE NRNDRRIL. TI1E HHNDGRIP PORTION (ICE BRRRIER SHRLL BE TWO LAYERS OF UNDERLAI'MENT CEMENTEO SHALL NOT BE MORE THHN 2 1/4 INCH IN CROSS SECTION DIMENSION TOGETHER OR SELF-RDHERING POLYMER MODIFIEO BITUMIN SHEETI,
OR AN RPPROPRIATE SHRPE WHICH SHALL PROVIDE AN EOUIYRLENT GRIPPING SURFACE. ROOF SLOPES FROM 2 UNITS VERTICRL IN 12 UNITS HORIZONTAL UP TO
FOUR UNITS VERTICRL IN 12 UNITS HORIZONTAL TWO LRYERS OF PROVIDE PASSIVE RRDON MITIGRTION SYSTEM (DUBLIN RND CRNRL WINCHESTER UNDERLAYMENT SHRLL BE INSTRLLED PER SECTION R9052.7 OF THE
JURISDICTIONS ONLYI 20D6 RCO.(USE OF SINGLE LRl'ER OF 30 ~B FELT UNDERLRYMENT IS
~ EOUIVRLENT TO DOUBLE LRYER OF 15 LB FELT, DIRECT SUBSTITUTION THE GARAGE RND RESIDENCE SHRLL BE SEPRRATED BY A MINIMUM IS ALLOWED,I a ,
1/2" GYPSUM BORRD STANDRRD. ALL CEILINGS TO RECEIVE A WATER BASED TEXTURE MRTERIRL SHRLL HAVE 5/8" GYPSUM BORRD RPPLIED. ALL CONNECTIONS TO BE PER THE 2006 RESIDENTIRI. CODE OF OHIO.
~ IF HRBITRBLE SPRCE IS LOCRTED A80VE GFlRAGE. 5/8" TYPE X GYPSUM UNLESS NOTED OTHERWISE, BOARO IS RE~UIREO RT GRRAGE CEILING.
ENCLOSEO ACCESSIBLE SPRCE UNDER STRIRS SHALL BE PROTECTED VENTILATI~N
~ WITH 1/2" FIRE-X DRYWRLL ~ t RLL FpBITABLE ROOMS SHALL BE PROVIDED
WITH RGGREGRTE GLRZING RRER OF NOT LESS OPENINGS SEPRRATING GRRRGE RND RESIDENCE SHRLL 8E SEPRRRTED THRN 8 PERCENT OF THE FLOOR AREA OF 0
WITH 20 MIN. RRTED FIRE DOORS. SUCH ROOMS. ONE HHLF OF THE REOUIREO AREA OF GIAZING SHALL BE OPENABLE.
FIRESTOPPING SHRLL BE PROVIOED TO CUT OFF RLL CONCEFlLED CRAWL SPRCE VENTILRTION S81RLL BE POVIDED
DRRFT OPENINGS (BOTH VERTICAL AND FiORIZONTAU RND BY ME(~iANICRL VENTILATION RT A RATE OF TO FORM RN EFFECTIVE BARRIER BETWEEN STORIES, AND 1.0 CFM. FOR EACH SO Sf]UARE FEET.
BETWEEN A TOP STORT RND THE ROOF SPACE ATTIC VENTILATIONSHALI. 8E 1 TO 300 THE
THE PORTION OF R MRSONRY CHIMNEY LOCRTED SQUARE ARER OF THE RTTIC SPACE. PROVIDING a
IN THE INTERIOR OF THE BUILDING OR WITHIN THE THRT VENTILRTORS RRE ENSTRLLED IN THE UPPER PORTION OF THE SPACE, EXTERIOR WALL OF THE,BUILDING SHRLL HAVE •
A MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES, CHIMNEYS LOCATEO ENTIRELY OUTSIDE ATTIC VENT. CALCI~AI'i0N
THE EXTERIOR WA~LS OF THE BUILDING. INCLUDING '
CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE HOUSE RTTIC S~. FT. 2401 SHRLL HAVE A MINIMUM AIR SPACE OF 1 INCH. AVERAGE S0. FT. SOFFIT
CHIMNEYS SHALL EXTEND RT LEAST 2 FEET HIGHER ~ENERAL NOTES~ VENT PER LINERR FOOT .067 SQ, FT. a
THRN RNIf PORTION OF THE BUILDING WITHIN 10 FEET. 0 SOFFIT BUT SHRLL NOT BE LESS THRN 3 FEET RBOVE THE POINT 1. 6ENERRI. STRUCTURAL RND ARCHITECTURRL S0, FT, OF RTTIC SPRCE x.0034(1/300) = REOUIRED RTTIC VENT. NT.
WHERE THE CHIMNEI( PRSSES THRO~1G11 THE ROOF. NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS, SHOULD 2401 •0034 8.16
CHIMNEY TO TERMINRTE WITH SPARK ARRESTOR/CHIMNEY CRP. CONFLICTS EXIST BETWEEN THE GENERAL STRUCTURRL OR RRCHITECTURRL NOTES RND LINERR FT. OF SOFIT x.067(VENT/FTJ = TOTRL VENT, S0. FL
THE DRAWINGS, THE STRICTEST PROVISION 215 - SHRLL GOVERN. x 14~~
~ 2. GOVERNING CODEt , STRICTEST PROVISIONS RS SET FORTH BYc
2006 RESIDENTIAL CODE OF OHIO • 0
MASONRY(BRICK/STUCCOI VENEER
MASONRY VEt~ER SHALL BE RTTRCHED TO THE SUPPORTING WALL WITH CORROSION-RESISTANT METRL TIES
VENEER TIES SHALL BE SHEET METAL TIES NOT LESS
. THRN N0, 22 U.S. GRIJGE BY 7/8". CORRUGRTED. ERCH TIE SHRLL 8E SPRCED NOT MORE THRN 24 INCHES
ON CENTER HORIZONTRLLY AND VERTICALLT RND SHRLL . `
SUPPORT NOT MORE THRK 2 2/3 SQURRE FEET OF WRLL RRER, THERE SHRLL BE A MINIMUM OF 1" C~.ERR SPACE BEHIND VENEER. w
~ MASONRY VENEER SF9~LL NOT SUPPORT ANY VERTICRI. LOAD OTHER
THRN THE OEAD LOAD OF THE VENEER RBOVE.
VENEER RBOVE OPENINGS SHALL BE SUPPORTED ON LINTELS AS
SPECIFIED ON PLANS. LENGTH OF BERRING SHRLL BE NOT LESS THAN 4 INCHES, ~
MRSONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHRLL W
HAVE A MOVEMENT JOINT SEPRRRTING THE VENEER SUPPORTED ON THE C)
WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLEO STEEL OR THE FOUNORTION, O
Tl'VEK HOUSE WRAP SfiALt BE INSTALLED OVER EXTERIOR SHERTHING IN ~
ACCORDRNCE WITH MANUFACTURER'S SPECIFICRTIONS.
FLRSHING SHRLL BE INSTALLED PER SECTION 703.7.5 RND 703.8 OF THE
2006 RESIDENTIRL CODE OF OHIO RND THE 2003 INTERNATIONRL RESIDENTIRL. CODE,
WEEP HOLES WITH BRICK VENEER SHRLL BE INSTALLED PER SECTION 703.7.6 ~
OF THE 2006 RESIDENTIRL CODE OF OHIO AND THE 2003 INTERNRTIONAL W
RESIDENTIRL CODE. (IF STUCCO VENEER, SECTION 703.6.2.1 60VERNSI. W
cf)
COLUME COLUMBUS
15' RIDGE VENT ~5' RIDGE VENT ' lx8 FASCIA
ix6 FRIEZE lx8 FASCIA s 0 L) REV.
lx6 FRIEZE "
12 . ~ . o ~ ISSUE DATE;
8 12 ~ A 06/30/03 REV. DATE:
m
8 : 0
m
- - - - - 12 - - N m
HARDI lx6 ~ 0
PLRNK TRIM ~ LO 60
ix6 $ ; D/S ~
. ~ m W.W.G.
~ ~ ~ ~ N 6I1SI07
- - - - - - - - - - - - - - - - - ~ ( O
HRRDI
PLRNK ~
1 T-r 7
?~~~?0?? D~~? • D/S
?~0~~0~? D/S ~
D/S S D/S - - - - - - - - - 0~- - - - - - -
RTABLE ' 2'-0" BRICK RETURN 2'-0" BRICK RETURN , WATE 35' RIDGE VENT
SCRLE; 1/S"=1'-0" SCRLE; 1/8"=1'_0"
~ COLOR OF OOORS & TRIM ~ Q d
TO BE SIMILAR TO MRIN 20 RIDGE VENT 20
HOUSE GARRGE DOORS RRE 1x8 FRSCIA 1/2" WRLL TO BE STEEL RAISED PANEL RLUM 1x6 FRIEZE ALUM
CHECK DIMENSIONS SHERTHING GUTTER GUTTER
ON SITE , ,
1z6 OVER 3/8"
w/BED MLD'G =
N RLUM lx8 FASCIA 12 ~ lx6 FRIEZE ~~S ' ~ ~
GUTTER ~ ~
3/8" 0 0 0 SMOOTH - - - - -
PLY - - - - - - - -
lz6 lx6 TRIM TRIM ~ ix6
1z6 ~ TRIM
PORCH SIDE PANEL 1x6 `D , = HARDI a
TRIM ~ PLANK
S D/S ~ 35' RIDGE VENT p~s WATERTABLE D/S IUL
- - - ~ - - - - - -
~ CERTAIN TEED LANDMARK 30 YEAR ~ ~
DIMENSIONRL RSPHALT SHINGLE ' - rn-1
245 LBS. PER SQURRE MAX. 2'-0" RND.
EXPOSURE NOT TO EXCEED S 5/8" LOUVER ~ COLOR = WEATHERWOOD
, SCALE; 1/8"=1'_0" ,~,c
ARCH W/ 20' RIDGE VENT W
KEY 12 0 Q
CE
lx6 WRAP OVER 11 16"
SMOOTH PLYWD. lx6 RAKE „ SOFFIT OL
w/ 1 1/2 BED MLD. CE
9" DECO, PRNELLED - CD o
SHUTTERS lx2 NOSING . lx8 FASCIR FLUTED PILASTER
ALUM lx6 FRIEZE ~~PIL9x108 SOLDIER lx8 FRSCIA O
UTTER CUT TO FIT RRCH (TYPJ ` 3/8" SOFFIT PLY
_ _ lx4 CE
BED MLD, O
4 1/2" BLOCKING ~
1x10 (V
~ ~ ~~S W
\ ~ i O
~ ~ . ~ m 11 H
W t~ ~
~ ~_O~~ ' SCALE, 3/4 -1
lx PANEL LD -
~ ~ - - - - ~
~ 12" CROSS-HERD cl W
° 1x12 TRIM , 00 - - - - 11/2 U
00
m
?00?
0o ui I
~ ~ 0 ~ U W
a c0 (D O
~ ~ ~ ~ O
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i ~ , D/ 00
~ ~ ] V
~ : - m 00
~ ~ 0? I--- U-)
~ - - - - i i , ~ ~ W (4-
~ 11" DECO STRETCHERS STACKED W p
~UOIN CORNERS -SEE FLUTED PILRSTER FURR-DN PORCH ROWLOCK SILL ; DETRILS THIS SHEET „ ~ SIDES FLUSH, ~TYP.I FRONT ONLY
~ #PIL11x108 CEILING 8 3 1/2 HERDERS TO OUTSIDE, , ~ ROWLOCK i CUT TO FIT FIRST FLOOR DECK & PULLED 1 1/2" SCALE, 1/4 -1-0 CALE~ 1~~=1'-O~~ COLUP COLUMBUS ~
SILL S
~ ~ 0
U m ~ REV.
U ~ GE ISSUE DATE;
N ~ FIRST FLOOR - 1813 ~Q.FT. m 06/30/03 T. REV. DATE;
HERD HT. SECOND FLOOR - 1387 SQ,FT. ~ T. ~
, ~ ~ ~ 27 -0 ~-g 11-0 21 _p 3200 Sa,FT. _ T. _
SUN BOX BAY ADD- 50 SQ.FT. ~ 3060 3060 3060 TRI, BRY WDW. ADD- 12 SQ.FT. EA. m T. T. EA. y
. BONUS RM. ADD- 589 S~.FT. m T. m
~ 4 1~2 GARAGE - 706 SO.FT. " 0 (TYP.) L T. ~ 0
. LO 60
c~D i ~ O N m ~ ~ ~ ~ H
' ~ i i ~ = ' ~ ~ ~ ~ C~ ~ m M W.W.G.
r ~ i i i ; ~ ~ Y OPTIONRL EXTRR ~ N N 6IiSIO7
5'-6 1/2" 15'-7 1/4" 5'-10 1/4" ; ' N~ 5'- 1/4" 3'-4 1/2" 3'-4 1/2" 3'-4 " C 12 551/4 O
0 i i N ~ i i
HD. HT. RDJUST HEAD HEIGHT o ~ ~ ~ ~ WET BAR w/CAB.
3 60 3060 3060 3060 ~ " FOR SILL TO BE m ~ ; LAUND. TUB R.I. COUNTER TOP ' '
o ~'-0" HDR, HGT. ~ ~ N, ~ .g, , ~ ~ cv ~ LAUND. TUB COMP. Tic 7
u v , ~ ~ N 3040 (2) ~i 3Y4 7 Y/4 ~ L L HDR. , ' ; ~ " -L~-- 4 1/2 LAlAJO. TUB ~
- o o _ ~ (TYP.) IN ° ~ ~ ~ -
;(2) 2x8 HDR, I I ots m m~ NOTE, ; „ LF~UND. WALL CAB. ~-==1~-a~sk, ~ - , FULL HEIGHT Z ~ '~n
~ i butlers I ~.W,I i ~,i pentry i WALL. ~ LAUND. BRSE CAB, '
~ (BEARING WALU ~ , , ~ ~o ~ ~ ~
N i l+) i i
~ ~ 3068 C.O. ~ ~ ~ , 36~ x~a i i ;
~ ~ ISLAND TOP ' ~ i ~ i . ~ 4~.~~~ ~ i i
' C.T. ~ ~ ~ _ _ Q d
~ 9'-D 1/2" 4'-2" N ~D C.T. CPT., ; ~ ~ m G.T. o ~ ~ ~ -
~ U ; ~ ~ I ~ oo , . , ' o
tack boerd i i 60" ISLRND B SE ~ PET ~ ~ ~
= ' 3368 ~ ~ ' ' ' , N BRG. WALL ~ O~O '-1~~ m 5,_4„ ~
~ C.O. c, ~TT~~~~~ OPT'L, '
o ' ~ ~i.1Sel~LLY ~ ' , ~ 2l 2x8 ~ WET BRR ~ ~
in , HDR. , C,T, ~ ~ ~ , ~ ~
' ~ (2) 2x10 . ~ 9 -7 ~ '
CRRPET ~ HDR ~ ~ ~
CROWN , ~ ; ~ H CHAIR RAIL ' ~ """j~ = ' ~ ~ ~
3 . REFR. ~ ~ in ~ < in F.- . - - `b ~---+~-a ' _ -
m ' 3 06 ~6 , N- o: - BEARING
° ~ ' 308 2 8 ' ~ ~ o = _ - ' WALL m C.. N NOTE~ : ~
m PRNTRY :::::::::::::::::1.::f1~::::::::~:::::::;:i ;.~;~;T~.~;~;.~;.T;.,;.~;.~;.~;.T;T,~ - ~ - INDICATES NON-STANDRRD aRD Q
I~ ;i;;; ~ ~ HEIGHT WRLLS - AS NOTED, _ ~ SS ~ H , ao
- ~ 7 1 5/8 HGT. w/ N ~ BONUS RM. o '";:;:;:;P~:;::`~~~g.;:: OTE ALL OTHER WRLLS ARE 9-1 1/8 HIGH ~ 13'-6" ~ ~ o 1" HIGH IUL
. ,r 12" RR- ALL STRUCTURRL HEADERS RRE
• 2'_9" 8'_0" 2'_9" ' 4 1/2" ~tl~ 3'-10" 5'$ 6-1 D~l, ' (2) 2x6 - UNLESS NOTED OTHERWISE, ~ JISE. O
TB18 ~ ~t~ I OL 6~ ~ o DIMENSIONAL LUMBER F BRSED
(2l 1 3/4 z9 1/4 LVL d~ _ ry`~ p, RRMiNG BRSED - - - - - - - - - ~ o ~•T~ o~ ON THE FOLLOWING MINIMUFI PROPERTIES; 'OPERTIES:
~ (DROPP ~ ~ i I ~ , ~ ~ oo TYPE OF MEMBER Fb( i Fv( sil E( sil , EDl ~ z , -P-~~ - E(Qsi)
- - - - - - - - _ _ i ~ ~ • o - 1. JOISTS 1000 145 1.600,0 (Yj I ~ r~ir i U~ ON I ~ o0 w , X oo 2, BERMS 1000 145 1,600,000 1,600.000
N~4 r:__-, ~ r-i ii i ~ W _ ; ~ i i i i i i o N 3. HERDERS 875 135 1.400,000 1,600,000 1,400,000 Q
N E - -----~1 1---------------- - ~ I ~ ~ ~_6:~ 1 SHii i ~ ~N ~
, ~ ~ L _ J L _ J , o" L A M I N A T E D V E N E E R L U M B E R ( L V L I B A S E D U BASED
~ ' z~ W~~ ~ ON THE FOLLOWING MINIMUM PROPERTIES; N ' 3~~ ~ 6'-11 1/2" HIGH' BRG, WRLL 2x 8 0 0 F(' Fv( il ( i 'OPERTIES: ( i
~ ~ ~ ~ ~.-R~ ~ WAL ~ STAIR; 11-9 20-4 3/4 WRLL 2650 85 1,900,000 CARPET 1,900.000
~ ~ ~ W OD ~ ~ o , CROWN R IL , RTTRCH STEEL ' ALL POINT LOADS TO BE BLOGKED SO~ID
_ N ~ ~ BEAMS W/ (2) ~ N TO FINAL SUPPORT MEMBER OR FOUNDRTION. ~ _ ; i ABOVE SOLID 1NDATION. Q
PAIR 2668 1/2 DIA. A325 i ~ N ~
in ~ ; ; DRS. STD. BOLTS ALL OPENINGS UP TO 3'-4" WIDE TO HRVE ~ ~ _ , ~ o , N ~ ~~j GLRSS DRS ~ A MINIMUM 1-2x4, STUD GRRDE SPF, JRCK 1 HRVE W
~ co ~ OPT./EXTRA , ~ STUDS UNLESS NOTED OTHERWISE. I . JACK ! n ~J
°D ~ (2l z10 ~ o _ _ W12x30 STEEL BERM
~ { pR~~ 0[ ~ Q~ ~ 21~_ - - ~ o RLL OPENINGS GRERTER THAN 3'-4" WIDE TO ~ N/ 3 LONG Z ~ HAVE 2-2x4. STUD GRRDE. SPF JACK STUDS CPT C.T. CARPET o o ~ WIDE TO CE : STUDS n/
. C,T. T, ~ J m UNLESS NOTED OTHERWISE,
_ ~ 6 3 O.D. DJ. ~ ~ I l_1_ O
4 0, _ ~ STEE OL. o ~ INDICATES (3l JRCK STUDS TYPICAL _ Y OPTIONAL EXTRA (11 G.l o UNLESS NOTED (~2, SPFI ~ ~L / I1 ~J
• w oo ' ~T, SLOPE (2l 2x8 HDR. f0 = , ~ = F , _ ~ I
~ GLASS DOORS ~ ~ Q # INDICATES OURNTITY OF NON-STO. STUDS (~2 SP~ p6 ~ ~ W o STUDS (#2 SPC)
3 3 ~~6 BRIqC OPT, ~1 m 8 0 ~ ~ INDICRTES OUANTITI' OF RIPPED LVL STUDS ~ ?L STUDS LL
3060 TWIN (2) 2x8 HDR. J ~ 1 3/4" WIDE BY WRLL THICKNESS (2650Fb-1.9E1 1650Fb-1.9E1 O
0 5 ' ~ z W , ~ ~ A (TY J - , = o ~ _ ~ o ~ I u~ ,
- ° 3060 WIN in ~ 1 z'RG. W
. ~ N ~ ~ x
~ BRICK LINTELS BRG. I 14" SIDE ITES b ~ ` w
410 TRR OM RBO i ~ 3 , 3 1/2 x 3 x 1/4 ~
STEP A LLH STEEL LINTEL 4 , ° ~ I 4" C) H
, o o ~ 6" x 4" x i/ 2" ~ B 8 ( 311
~ ~ , ~ I~ i~ i~ l' S T D. W A L L H G T, L L V S T E E L L I N T E L ~ 3 7 5/ 8 6 0 3/ 4 7 5/ 8 ; 8'- 3 3/4" H. w/ BONUS R " " " 07) ~
' M, ~ 7 x 4 x 1/2 ~ BRICK EXTEN S 3/8 BEYOND ` ~ LLV STEEL LINTEL 8=R ~ CE Q
. , . ~ ~ WALL TO BE FLUSH WITH 8~_~~~ ` 3050 3050 ° DO NOT CONNECT TO HEADER
~ 3/8 PLYW OD TRIM PANEL ~ iv ( LL, ~
; ; --------fy......~....~y...~.v.t ---•V.,~.,..~,..,..... ~ U
~ 6'-3" 5'-9" 6'_8" 6'_g" 6'-1 3/4" 6'-1 3/4" 6'-8 1/4" S'-0" 6'-8 1/4" ~
~ 3" O.D. ADJ. STEEL ~ „ ~ COL. (11 GR,) EA. END
~ 12 _p ~.4 „ ( a 13 12 3 1/2 21 4 1/2 . ~ m
u ~ ~ 59~_~~~ ~ i
~ '
~ ~ _AN W o
~ SCRLE~ 1/4"=1'-0"
~ COLUME coLuMaus ~ m
~ ~
NOTE; a
~ - INDICATES NON-STRNDRRD ~ 0 u REV.
BRICK LINTELS BRG HEIGHT WALLS - RS NOTED. m U
3 1/2" x 3" x 1/4" „ RLL OTHER WALLS RRE 8'-1 1/8" HIGH ~m ; ISSUE DATE; m 06/30/03
~ A LLH STEEL LINTEL 4 ALL STRUCTURAL HEADERS ARE y `O REV. DATE:
B 6" x 4" x 1/2" (2) 2x6 - UNLESS NOTED OTHERWISE. ~ m
LLV STEEL LINTEL ° 0
DIMENSIONAL LUMBER FRRMING BASED ~ 7" x 4" x 1/2" _ LLV STEEL LINTEL ON THE FOLLOWING MINIMUM PROPERTIES; c ~ ~
~ I7 M M F~(.~j) Fu( i~i ~ " m c ~
Y DO NOT CONNECT TO HERDER 1. JOISI'S 1000 145 1.600,000 0 ~
2, BERMS 1000 145 1,600,000 ~ HEAD HT. THESE 3, HERD~RS 875 135 1,400.000 ; N 60
WDWS, 7'-4 3/8" RFF 3~3'-0" ~
LAMINAfED VENEER LUMBER (LVU BASED ~ M W.W.G.
, „ ON THE FOLLOWING MINIMUM PROPERTIES; o 16 -11 1/2 2-2 Fb( si Fv( sil E( si) " u N 6I1SI07
2650 285 1,900,000 ~
10'-9" 15'-0" 11'-p"
ALL POINT LOAOS TO BE BLOCKED SOLID TO FINRL SUPPORT MEMBER OR FOUNDATION.
5~_9~~ 5~_~~~ , ,
7" ; ; ALL OPENINGS UP TO 3'-4" WIDE TO HRVE
~ 4040 ~Z~ Zx8 GLASS ENCL. ~ ~ A MINIMUM 1-2x4, STUD GRRDE SPF, JRCK HDR. 3050 3050 3050 , 3050 , STUDS UNLESS NOTED OTHERWISE, rA
60"x42" ALL OPENINGS GREATER THAN 3'-4" WIDE TO o~ HRVE 2-2x4, STUD GRRDE, SPF JRCK STUDS
~F UNLESS NOTED OTHERWISE.
7'-9 3/8" WALL w
= MASTER BED RM. HGT. ON RAISED INDICATES (31 JACK STUDS Tl'PICRL ~ tiG ~ ~ ' L NOTED (#2, SPFI ~ ~ ~ CRRPET LVLs UN ESS .
.,~J ti
ti ' ~ -INDICATES OUANTITY OIF NON-S~D. STUDS,(~2 SP ) , ~ ~ ~ SP ) L-u
cV 00 J ~ _ ~ ~ i i~ 4 ~ a o ~ ~ -INDICATES QURNTITY 0~ RIPP~d LVL STUDS Q
N ~ ; ~ 1 3/4 WIDE BY WALL 1~HICKN S~ (2650Fb-1.9E1 o > cv ~ ~ ~
, 3, ~ ~ ~ N o~ ~ ~ ~ ~ ~ i i
~ CARPET ~ ~ unii i
~ . , o ~ ~ , ~ ' '
~ ~ ~ ' ' 'i ~ ~ in ~ Zl~_4~~ ~ .
, 3~_5~~ , ~ ~ ~ , i i .
3 ' (2) ; ~ , 2xlo 5 ~
~ pR ~ ,
~ b'-4 1/4" 8'-0" 6'-2 1/4~' ~ PR. 2668 ~
1R/1S 10'-9" _ _ _ „ ~ ~ ~ - - ~ _ ' THIS WALL - _ - L
- N RRFTER BRG. iRG.
~ ~ I ~ ` - ; Q ~ i 12" PLRNT m SEE SECTIONS i . Q ~ z+ a z4 L~ IONS
~ d_ __L ~ LEDGE ABOVE ~ o 0 0 0 ° ' iv ~ ~ ~ AI 266 _ NTERTAINMENT NICH
00 ~ ~ ~L~. - A
, ~ _ PR. 668_ , , , , (2) 2x8 „ „ ° , , rI nC N ~ ~ _ ~ (2l 1 3/4 x16 LVL -
, ~LVJEI in HDR N ~ , ~ 1 0 ~ CPT. ~ ` - - - - - - - - - - - ' ip'-1 1/ " 10' 1 1/2" I
m i ` o - - N ~;o
m o , - ~ $ rez4 ~ 0 rez+ FLAT CLG. ~ ~ - • , 6 6 z N ~ ~ ~ ~ - 00 1R/1S 2 Z 10 5 1/8 WALL HGT. / H~Q
o ; ' 3 •
~ 1R/1S ' N, ' ~ - ~ - i ~ _ _ _ ~ o0 - - ~ ' ~ t9 \ i ~ \ ~ o
~ n1 ~ ~ ~ u ~ i ii `Y .-a I ~ n ~a1 ~ I I N W~ N , 5- 1 1 S- 8 1/ 2 ~ ~ 5- 4 c~ i---- -
~ ~ ~ E a j I ~
~ 6 6 6~°~b N 16 R S S i m, m i i n 8 2 ~
~ i z ¢ a
~ J
~ ~ ~ ~ ~6'6 ' ~ 8-1 1-9 3-7 ~ 8 ~ c~
~ ~ ~ N ~ _ _ ¢IE o 0
~ ~ 0 w ~ ~ , _ ~ ~ 00 _ i oo ~
(~i ~ N W ~ I l~i ~ ~ W JN ~ a
N ~ ~N ~ ~ ~ ~ ~ j I ~ ~ J~ ~ . ~ O ~ i ~ p ~ ` ~ 3~
~ ~ J ~ i p i J ~ ~ CRRPET ~ , ~ (V (V (n ~ i oc ~ ~ (n w ~ -
m i ~ ~ / I ~ ~ \ (V \
~ ~ i ' i I W ~ ~ J . 'r' i i ~ ~ ~ i ~ IN I ~ ~ ~ .--O
i ~ E 2~ n ~ / ~ ~ ~ , , , CARPET ~ ~ ~ i ~ , o i O
' ~FURR WALL ~ ~ m m
N 14'-0" 6 8'-7 1/2" FOR VRC ' i °m ~ 6 ~ ~ i ~
~eo HERD HT. ~ ~ ~ ' i W O
~ 6'-3 1/2" A.F.F. 2268 ~ ~ " ~ ~ -0 3/ ~ , ~ ~ C~
~ RES ~ ~ HERD HT. , i I i ~ ~ ~ 6-3 1/2 R.F.F. ~ i i ~ ci:
~ ' ~ 12'-4 1/2" i ~ rv
3050 TWIN ' ~ SLOPE ' ~ SLOPE (2l 2z 2 HDR, ~ ~ i ~ ~ , CE
o ~ , i i ~ ' i ~ . co
~ R( YP.1 ~ ~ ~ ~ N ' i ~ 3-8 ~~n ~ 3050 TWIN i ~ i i ~ ~
' ' N i ~ i ~
~ o~ i i ~ ~ w OL
3040 w/(2) 1040 FIXED ~ ~ ~ I a~ ~ ~ ~ ~ ~ 2 8 /4 ~ ~ CIE
3 0 (30161 1 2 RND. ABOVE ~ 2- 1/4 i 16 0 i ~ cn HERD HT, C~ -0 1/2 R,F.F, ° i ~ U
6'-3" . 5'-9" 6'-8" 6'-8" 6'-1 3/4" 6'-6 1/4" °D ~ ~ ~
i ~ i (2l 1 3/4"x11 /4" ~ i i i - Y
, i I i LVL HDR, ~ " 12'-0" 13'_4" 12'-8" ~ i ~ ~ m w 0
7 ~ I I ~ . ~ i i 0
v , 38~_~~~
, . ~ z
~ 1040 FIXED 3 0 1040 FIXED
0 10'-8 1/4" 3016 1/2 ND. BOVE 10'-8 1/4" ~
v 21'-4 1/2" Ln
~ SCRLE; 1/4"=1'-0" ~
~ LEG DOWN TO HDR. W c~.
~ W/ (5) 2z4 JACK ~ , W O
SU ; YES _
~ ~ 3 CAI~SIDE-LOAD GARAGE co~uM ~ COLUMBUS ~ ~
0
Y ~ REV.
ISSUE DATE;
1 + I m 06/30/03
VSB36 36" HIGH 36~~ REV. DATE: ~ m
E 0
W2742 W3042 WZ442 W2442 HIGH B42 DW SB36 818D B36 ~ _ ~
F F3 DS12 m ~ 30 m N
> HIGH 36~~ VSB30 VSB30 m ~
24° ` RAWE VSB36 ~ HIGH 0 .a u
SKIRT ~ ' . , ~ 60 H
~ ~ Z4 VSB30 DS12
STANDRRD 36 DRAWER HR " ; LL BR m VV . VV .G.
~ cv 30" HGT, HIGH SKIRT ~ N 6/18/07
m ~ F B36 B24 F N O
i w ~ 3
~ Z ~ FINISH BACK N ~ o
i ~ i m F---i 3 T
~ Z ~
~ W ~ ~ , I J I , d. ' ~
i ~ i m
~ ~ 3 i
f
1 1 I ~1 ~ ~ B15 REFR. i ~b
~LS, i ~i W2742 W3942
~ ~ Q . ~ d
~
SCALE: 1/4"=1'-0"
~
a
. 27'-10 3/'8" 21'-9 11/16"
~ 2x8 CONT. LEDGER 2x12 RIDGE
ATTACHED TO TRUSS BOARD ,
w/ (8) 16d NRILS • 0
~ EA. TRUSS ~
HANGER ' RIDGE BERM
~ LVL HEADER AT
2x4 COLLRR NICHE PER PLRN TIES ~ 24" O,C, BLOCK UP TO a
~ MAIN LVL RIDGE ~ DGE EAM ;
a,---~' -~71Zx1010R_
Q~
. 4 CO ~RR Q 12
IES~24"0 . ~ ; ~ o0 Gh
PF m ~ 8 2x12 FT S ;
FRMILY ROOM ~ ~ ~t ~ iv ;
m ~ ~ ~ ~ ~ TRUSS ~
~ o , o rn ~
~ ° 0 12 R Z S oo in ~
ATTIC WRLL ~ ~ , BRG. WALL BEYOND - " N 2O O~~ ~ ~ ~ T~iL~ ~1LL , BUILD HALL BATH
~ , ~ ~ ~ OFF BONUS RM DECK , - 0
, KNEE WRLL , ' _ ~ ' ~ - ~ ~,I~~ JSTS, ~ n FLR. EYON
- - ~ m - ~
"I" JS S, - SE PL N 2'-3" 13'-9" 2'_0"
~ FRRME FOR ~ ~ ~
~ ~ 2x4 DIAG. BRACE u~ EXTENO VALLEY BERM COFFER RS ~ -
, RT 32" O.C, o TO EXTERIOR KNEE WALL REOUIRED ~ C0 ~ ' FOR BERRING. w
' ~ ~ ~ ~ ~ : ~ ~
~ ~ KNEE WRLL BEYOND ~ ~ ~ N m ~ m m ~ ~ ~
u~ ~ "I" JOISTS- SEE PLRN, m m cr.
~ ~ ~ ~ ~ ~ i cr)
TOP OF FOUNDATION cr W
U O
"I" JSTS. - SEE PLAN
m 0 Z_
V ]
] ~
V ~ Ln
~ SCRLE 1/4"=1'-0" , , „ ~ ~ SCALE, 1/4 -1-0 ~
V W 4.-
~ ~ ~ W 0
3 _Ln
~ ~
. COLUM COLUMBUS U)
r ~
a
~ 0 U 0
m u REV.
X4 ~16" O.C, STUD CONNECT RRFTER TO 3/4" OS8 OR PLYWOOD WE8 m ISSUE DATE; m 06/30/03
IALL WITH DOU~E ~STUDS WITH (2l lOd TOP OF RRFTER STIFFENER NAILED TO I-JOIST ~ W REV. DATE:
OP PLRTE, BEVEL CUT. EACHNSIDE~ ONE ~A TO BE CONTINUOUSLY wEB WITH (31 8d NRILS m SHEATHED, (STIFFENER ON ONE SIDE OF ~ N m ~
(6) 8d NRILS I-JOIST RRFTER). LERVE A o RAFTER ~ (6) l6d BOX NAILS RRFTER MINIMUM GRP OF 1/8" BETWEEN g~ Npbg e 6' O.C. I-.IOIST = 0 ~
PER PLAN PER PLRN TOP OF WEB STIFFENER RND ~epTH F~sl ~ ~ (2l lOd NRILS THE I-JOIST FLRNGE, FULL DEPTH + ~ ~ m 6
CONTINUOUS 2X4 ONE EA. SIDE (21 lOd NAILS OSB WE8 FILLER ~4~ ose cat eouau ~ ose coR eouau ~ H SIDES OF JOIST. m
PLATE. FASTEN TO 1 OSB x 24 ONE ERCH SIDE 24" LONG I-JOIST BLOCKING eom smes o~ ,ioisL y fRS RE09 BY DESIGM „ BEAM WITH (2) WEB FILLER ROOF ~ 2x8 BLOCKING L RE09 BY DESIGM z
l6d NRILS RT 24" ON CENTER I-JOIST TRUSS e PRNEL STRGGER N • 1 1/2" BETWEEN ~ N 60
RRFTER RRFTERS FOR NRILING ~ ~
PER PLRN CEILING ~ M W.W.G.
SEE PLAN ;10ISTS PER I-JOIST ROOF TRUSS DO NOT CUT °o PLRN 0 6/18/07
RAFTER PRST INSIDE N COrT1ECT TO FRCE OF BERRING. "BIRDS MOUTH" BOTTOM ~ O
RAFTER 2x6 LEDGER RTTRCHED i WE8 TRUSS u/(6l WE6 FILLER , TO RIDGE BERM u/(4l l6d FILLER 8d BOX NRILS 2x6 LEDGER, ATTRCHEO TO CUT RT WRLL TOP PLATE.
PER PLRN BOX NRILS AT 12" O.C. I-JOIST RRFTER RIDGE BERM WJ (4) l6d BOX ATTRCH RAFTER TO TOP ~
, PER PLRNS (Tl'P) NAILS e 12" ON CENTER. WRLL Bl' OTHERS PLATE WITH SIMPSON ~ i LVL BERM ~?A ~ I H2.5A AND ONE lOd BOX PER PLAN ~ RIDGE BEAM NAIL EACH SIDE ~
CONNECT TO ROOF PER PLRN ~,ppp~T
TRUSS WITH TRUSS ~ECTION A-A P,9~ eaou (6l 8d BOX NRILS ~
c2~ zx4
~ BIRDS MOUTH
RAFTER/TRUSS DETAIL 1 RAFTER/TRUSS DETAIL 2 RIDGE/RRFTER DETAIL 3 CUT RAFTER DETAIL 4 REINFORCED CRNTILEUER DETA L 5
NTS L E G D 0 W N SS NTS Sl NTS Sl NTS S3 NTS • Sl Dl/
LVL
4 a
I-JOIST PER PLAN 6" o.c,
HRNGER PER PLRN
fll 8d TOE NRIL TO L~g~ 8eP JOIST ERCH SIDE RT . I-JOIST ° minl
BOTH ENDS ° . o
lOd NAIL TO I-JOIST ° o FULL DEPTH I-JOIST ?OP CFiORD OF PER PLRN ~ a ° o , 00
e e BLOCKING RT EVERY ~ „ 1~1~8 STIFFENER. MINIMUM I-JOIST. . OTHER SPACE WHEN 1/8 GRP, 3/4 OSB. BOTH SIDES OF o
I-JOISTS LAP OR BUTT I-JOIST. WITH (3l 8d NRILS ° o FROM ERCH FACE. 2X4 S~UASH , OVER BEARING (DO NOT USE lx MRTERIAL) BLOCKS, 1/15' `
(1l 8d NRIL TO PLATE, lOd TOE-NAIL TRLLER THf~N FYler Bbck EACH SIDE AT BOTH ENDS TO PLATE I-JOIST DEPTH.
~CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS RT ~ WEB STIFFENER ONLY RE(lUIRED WRLL TOP EACH SUPPORT AND AT 8'-0" ON CENTER.
BEARING (1l lOd NRIL TO SUPPORT WHERE INDICRTEO ON PLf~JS PLATE. (FILLER BLOCK TO 8E PER MR~IFACTURERS SPECIFICATIONSI PLATE RT EACH ~ BELOW ¦PROVIDE 4'-0" FILLER BLOCKS AT ALL CONCENTRATED LOADS, gqCKER BLOCK; OSB TNICKNESS
SIDE OF WEB (TYP) CENTER FILLER BLOCKS ON LORD, :LLER AS REOUIRED
¦FASTEN FILLERS THROUGH I-JOIST WEBS USING (2) ROWS OF TO "FLUSti" OUT WEB BY 12" LONG. FILLER AS REOUIRI 8d NRILS STAGGERED AT 6" ON CENTER. RTTRCH WTH (10) lOd NRILS. PER DOUBLE I-JOI: =R DOUBLE I-JOIST _TAIL G1
CLINCH NRILS WHEN POSSIBLE ~ DETRIL ¦FLOOR SFIEATNING TO BE GLUED AND NRILED TO ERCH I-JOIST.
. INTERIOR BEARING
BLOCKING DETAIL ' 6 WE8 STIFFENER DETRIL ~ S~URSH BLOCK DETAIL e DOUBLE I-JOIST CONNECTION 9 HRNGER D TAI 10 IUL
NTS S1 NTS S1 NTS S1 NTS S1 NTS SS
0
(1l lOd NHIL THRU
t-.iotsr RIM BOARD TO EACH FULL DEPTH FLRNGE AT EVERY
I-JOIST BLOCKING I-JOIST 8d NAILS RT 6" ~
O.C, 1 FROM EDGE ~ OSB RIM BORRO 4i/2„ ~I,L 5-i/4' F3EEAM k ~ ~ PER PLAN (MRTCH ` • (1l 16d NRIL (~-p~,n 5..,,4• F3Ean+.4 Q
DEPTH TO I-JOISTSI RT 12" O.C. IL (3-pL~ ~
~z-a~ rw~c (3) lOd NRILS TFiRU 2" . ITYPI ~ ~ 2"
0 o JOIST FLANGE TO 2z2 8d NRb3 STRGGERE SILL PLRTE BELOW ~
AT o•G ° 2 ON ONE SIDE AND ~ , ° 1 ON THE OTHER SIDE 2"
, ~ 2 12„ ~ 2x4 CUT ~ Q~
o TO FIT ' ~ Q
WEB FILLER FASTEN RIM BOARD TO ~ , BOTH SIDES d TOE NAIL FOR BEAMS UP TO 12' IN DEPTH,f2l ROWS OF l6d NAILS STAGGER aILS, STAGGER
~ TO PLATE PIATE W/(1l ~lOd NRIL 1 3/4" FOR BEAMS OVER 12" IN DEPTH: (3) ROWS OF 16d NAILS ~ ~4 ~ e~wc e 5 O.C. cTOE NAILED MIN~ BRG. LS 'LS
T FROM EXTERIOR SIDEI SILL FOR BEAMS OVER 18 IN DEPTH: (41 ROWS OF 16d NRILS PLRTE ~ ALL NRILS RRE BOX NRILS (DIR, .131'9 tAOOex ~
I-JOTST ' V J
' PER PLAN ~ ON PLRNS ~J
~ UNREINFORC ALL OTHER MULTI-PLY LVL CONNECTIONS RS,NOTED ON PLRNS ROOF RAFTER ED H
OVERHRNG DETRIL 11 OUTRIGGER DETRIL 1z CRNTILEVER DETRIL 13 _ RIM BOARD DETA 1+ MULTI PLY LVL DETAI 15 IL CE
NTS S1 NTS S1 NTS S1 NTS S1 NTS S1 s 0 i
W
I-JOIST PER PLRN I-JOIST PER PLRN S1MP",~ON lSTA24 0
I-JOIST 5~, oR eax~
PER PLRN OSB RIM BD. OS8 RIM BD, CONT. DBL. 2x4 ~
SEE SECTION 14/51 SEE SECTION 14/SS FOR CONNECTIONS FOR CONNECTIONS I~-EIS~ t~rt ~ H
2x4 ~ 16" O.C. 0 z
(11 8d TOE NRIL ` (3l lOd NAILS THRU ~ EflCH SIDE JOIST FLANGE TO
SILL PIATE BELOW CONT. 2x6 (2x4 OPTIONALI 2 ON ONE SIDE AND w
1 ON THE OTHER SIDE H
FULL DEPTH I-JOIST BLOCKING 'LRDDER PRNEL" WALL ~
m 24 O.C, SEE SECTION 14/S1 Cc ~
~ ~ MASONRY FDN WALL FOR CANNECTIONS MRSONRY FDN WALL ~Ep~
DSB WEB FlLLER ERCH SIDE H W
SU1PS(NJ LSSU ~ fif~GER OR EQX~.
END WRLL DETAIL , END WALL DETAI~L END WALL DETAIL }n- O
„ 18 CRAWL SPACE LEVEL f- ~
FOUNDRTION LEVEL UPPER LEVELS RIDGE/RRFTER DETRIL i9 is
NTS S1 NTS S1 NTS S1 NTS S1
~
W
W
_ -4
~ ~ f COLUMBUS (f) (f)
, 21'-3 1/2" o
FRAMING PLAN NOTES. i REV.
L FLOOR FRAMING DESIGN BASED ON BUILD TUB RRER OFF BONUS RM, DECK LPI 20PLUS (1.5E) I-JOISTS BY ~ _ - • , ~ ISSUE DRTE;
LOUISIANR PACIFIC, UNLESS NOTED. 2. RLL HRNGERS BY SIMPSON STRONG-TIE ~ ~ m 06/30/03 `l REV. DRTE:
IAJLESS NOTED (ATTACHMENTS TO BE PER MRNUFRCTURER'S SPECIFICRTIONS) ~ m
3. I-JOIST ENDS TO HR4E 1 1/8" OSB I - 0
RIM BOARD. ~ ' 4. DESIGN LIVE LOAD: 40 PSF ~ I AG ~
DESIGN DERD LOADt15 PSF , ~ ~ 5. PRRRLLEL TO I-JOIST CONDITION TO - ~ r ~ m
HRVE LADDER PANEL AT SECOND FLOOR ~ 0
RND RIM BOARD AT FIRST FLOOR. ; 6. FLOOR FRRMING SHOWN HELO IN 1/2" LO 60
FROM PERIMETER - SEE STRRT POINT ~ DETRIL THIS SHEET. ' ~ ~ H
7, LRMINRTED VENEER LUMBER (LVU BRSED H , ~ ON THE FOLLOWING MINIMUM PROP~RTIES: m V V. YY . V.
FbIPSII Fv(PSI) E(PSII ~ ~ o s/18/07
2650 285 1.900,000 ? c 8. RLL POINT LORDS FROM ABOVE TO BE ( Q
SUPPORTED W/ BLOCKING SAME WIDTH - RS CRLLED OUT ON FLOOR PLR ~ \
MRJOR POINT LOADS SHOWN BY . 2x6 FRAMING ~ 2x6 FRAMING 'AMING
~ LANDING ~ ~ LRNDING ~ )ING T-P OT
fV \
BRSEMEN WINDOWS REOUIRE N - ~ ~
ll 1 3/4"x J IST DEPTH LVL HEADER ~ m ~ W/3" BRG. EA. END ~ b ~
~ m m , in
NOTE: SEE SHEET Sl FOR I-JOIST 3'-7 1/2" ~
DETAILS. 4 -4 1/2
58'-11"
Q Q
27'-0" 10'-11" 21'-0"
3 CAR GRRRGE 0
~ ~ - BONUS RM.~
11 1/2' 16" 12"12"8" 16" 16" 10" 3 1/2" JOIST LRYOUT
- DOWN 1'-11 1/2" BELOW
SECOND FLOOR
• 21'-3 1/2" ~
~ ~ ~ LUS410
~ (TYP.) .
15 1 2" THEN 16" O.C. ~ 16"11' 0"11"16" 16" 18 3/8" 37'-11"
~ 17 /8"
1/2" THEN 16" O.C, 16" 13"11"8" 16" 16" 12" 11 1/2"
a
(V
~ ~ ~ 4~~ LV
~ F S ~ IOL
J ~
~ > IF NO B NUS _ ________J FRAMETBF CF NO B NUS RM. 0 =RRME T B RREA
o ~ , ~ OFF GIR ER DFF GIR ER "E"
, r 8 T M L G n J " N
~ 00 S R P ~ ~ n 00 0o m m II ~ o0 ~ ~ I G I x '-3 1/2" ~ oo ° o 0 0 o I I H ~
_ ~ ~r S R L R 0 2 ~ _ _ ~ _ ~ o SIM. ~ ~ ~ , ~ - - - - - - ' SIM. 00 ~ ~ a
~ m , - - H
- BUILD T B F i _ _ _ _ _ _ _ i (V BUILD T B AREA
~ OFF BO US [ OFF BO US DECK W/ 2x8's iLD 16"c/c
J J J J J N ~ ~ W~ ZX$~S L~ 1 m m m m m N ~ CRNTILE ER 0 0 0 0 0 ~ CRNTILE ER DBL.
~ ~ n 2 10 10"
~ a
s ~ ' ~
I T3 J - - - - r = - - _ = - - _ _
: Yl ~ ~ io
~ 00 _ rn m ~ T9 STRNDARD T 0 " a~
„ „ FIREPLACE m ° i ~ ' LI ITS / xl 7 8 ~ T'~ i i m BO US I ' LI ITS \ OF m BO US RM.
LOCATION , v ~i
~ L N Y
m - - '(2) 1 3/4"x9 1 2" VL 6' 10 1/2" _ ~ RO 0
m , - ~
. cv 9~_3~~ in J J
~ ~ ~ LEG DN, To- = w
~ ~ VL's BELOW = o~ o > o _ N ~ ~
~ 3,_i„ J N ~ o, 3 x 1 2 LV ~
~ N 1 3/4"x9 1/2" LVL L W R I G X ~ ~ EDEAIS ~
~ ~ ~ ~ Cc
m x m in c!) w
~ (2l 1 3/4"x9 1/ " LVL i ' ~ ~ , ~
~ m ~o
~ ~ I L 41 ~ N (T . ~ CE
0 L. V cv oo ~ o~
~ m ~W
W i~ I
~ o = wo cCD
~ ~ ' ~ ~ i i i i V d~ ~ 1 I _ ~t
~ N ~i O ~ (V (V ~ OrnV L H N ! ~
7 isu Q~ ~_1 1~2~~ N
V ' ~
~ 12'-0" ~ 3'-6 5/8" 6'-1 3/4" 3'-6 5/8" 12'-8" 21'-0" 1 ~ ~ . cr ~ I.JL
~ 3~~-~~~~ 12~_~~~ 13~_3~~ 12~_$~~ U W L~
v ~ ~ W
s m
~ SCALE~ 3/16"=1'-0" ~ SCALE, 3/16 -1 0 co~uN COLUMBUS (.0 -
. L ~ U
m ~ u ~ REV.
~ ~ m ISSUE DATE: m 06/30/03
N m L' REV. DATE:
m E m ~
0 _ i ~
c ~ m
N C m ~ N m
0 t r~-0 .c
' U N u LO 60
H ~ ~
lx8 FRSCIR OVER pi ~ E m W.W.G.
lx6 SUB-FASCIA lx8 FASCIA OVER o lx6 SUB-FRSCIA 13 CRS, BRSEMENT N o s.1s/07
~ 0 0
ALUM ' ' ~ REV. 7/26/02
GUTTER IF 13 COURSE BRSEM'~NT, ~ BASEMENT PORTION OF THE FOUNDATION ~
RLUM--? ZX2 NDS 8" FURTHER BELOW GRADE. ~ GUTT~R EXTE T"V qT
2x2 ADJUST FOOTING DEPTHS AND ~~~Yd P~I~T~TSI~~~ ;
~ 3/8" PLYW'D BLOCK OUT 4 1/2 CONCRETE BLOCK COURSES ACCORDINGLY. ; ~ 3/8 PLYW D , ~ t
, ~ SOFFIT SOFFIT DIMENSION VARIES- f1 ~ ~
IEZE SEE TRUSS LAYOUT ~ ~ ~ - - - - - - - - - - - - - lx FR r r 3 F iririnni-n T n m iririnni~ ; ~ lx FRIEZE ~ CLIP nuiiuuiiuiiiiuuiiuiiuu ~
SOLDIER COURSE ~ ~ ~ LVL's ° ° ~ ~ ° ° ° ° ° ° ;
ii i iiiiiiuuiiuuuuii ~ ~ , FAVE DETRIL IF BRICK , , , , , F_AVE DETRIL la~
„ BRICK VENEER SCRLE; 3/4"=1'-0" i i i ii ii ~ i~i i~ ii ~i ii ~ i~ ' SCALE; 3/4 1 0 ~ yu ~y~u
RI~6~ "I" JSTS. W~ "I" STS. - S PLRN
R-13 BRTT INSUL ~ /4 ~v~ Q HOLD RING R-19 BATT INSUL Znd FLR. DECK BONUS RM. DECK ~ ' • Q u~
WOOD BRSE JOIST BRCK 7 RISERS r~ LVL' D S N 0
. 3/4" FROM ti 1~2 FOR 3 1 " C T , ,
~ SHEATHING o~ ` JOIST ~ ~ o0
1x10 ' ' " ~ .
BELT TRIM ~ 9' 3" ~ ~ o,~ SCRLE~ 1/4 -1 0 . ~
~ ~ ~ ; ; HALLWAY ~
„ 9 RISERS ~ ~ ~ ro INSULRTION ~ 3/8 SOFFIT ' @ 7 7/16" in ~ oo ii KITCHEN
RING JOISTS (TYP.I ~ ~ , ,
lx6 FRIEZE--~ ~ ~D ; ~ I „ e BLOCK OUT ~ „ . ~
4 1/2" I ~ ~ ,
, 2x4-16" O.C. LDIER CRS. ~ '"I" STS - S E P N ,
STUD WRLL SO ~ 0" m SEE ELEVATIONS - .
FOR SIDING i? ~ 2x6 DECK ~ ~ 5 RISERS INSULRTION BRICK VENEER „ ~ „
TYPE S 3 7 x 3 1 ~ m~ 7 9/16 PER SPEC a
IF BRICK ~
VRPOR BARRIER p - ('ANYILEVER DETRIL FIBERGLAS DRRINRGE ~
~ „ SCRLE, 3/4"=1'-0" b INSUL. BORRD ~ ~ in 3/4 T&G PLYWOOD ~ ' IUL
~ oo o0 7/16" SHERTHIN (GLUE b NAIL) ~ ~ EXT. IFND, ~ m r .
~ ~ 10 RISERS ~ ~ WATERPROOFIN~ m ~ 7 9/16" o0 •
. ~ ~ MEMBIRANE ~ ~ Q in ` iri
' JOIST ~ 0 BRICK BACKFILL~ O
UENEER_~
~ ,
BL CKING ~ BASEMENT STAIR SOLID . j , HANORRIL & 2x4 POSTS 2x6 MUD SILL ~ ° ~ ' ~ ~ ~24 O.C. F JOIS S ~ .I a
8~~ CONC. BLOCK NOT SHOWN FOR CLARITY PRRALLEL TO WALL ' 'GRAV~L' •
4 CONC. W/1 1/2" DRRINS D SILL BLOCK ~ 2x8 MU THRU WEEP HOLES ,
~ ~ ~ _ ~ W/ 1/2 FIBERGLRSS ..•,,~~•I ~6-0 O.C. MIN, SCRLE, 1/4 -1 0 .
. SILL SEALER ' '
1/2" BRIC , Q
CORBEL •
POURED .
CONC. FTG, REINFORCEMENT
PER DETAIL
REINFORCE ENT FNQ. INSUL. &
PER DETRIL WATERPROOFING
SE~ DETAIL
_ THIS SHEET SCALE; 3/8"=1'-0" ISO ~ 2x8 MUD SILL R-13 BATT, INSUL, O
~ W/1/2" FIBERGL. c~ VRPOR BARRIER Z
R-13 BATT SILL SERLER _ ~
AT N R-13 BATT. - o INSUL IO d- INSUL. ~ _
4" CONC, m ~
SLAB OVER 4" o~ TOP OF COURSE 12 JOIST GRRVEL BRSE JOIST ° oc N OURSE 12
~ ~ ~
2x8 MUD SILL ~ WEATHER LIP „ 8 CONC. 2 LIP w
. 8" CONC. BLOCK W/1/2 FIBERGLASS - ~ • ~ ~ BLOCK , . ~ . 8 CONC. BLOCK SILL SERLER ~ FND. INSUL. &
8" CONC, 12" BLOCK "i N WATERPROOFING ~ ~
SEE DETRIL BLOCK LUGGED OUT TO SUPPORT~? ~ GARAGE ~f
THIS SHEET WEEP HOLES 4 GRRAGE ~ 16 O.C. SLAB SLAB OVER 4" ~B OVER 4" W
iv GRAVEL BASE ~ ;VEL BRSE 0
_ ~ ~ 3 1/2" CONC. F 4 8 „ „ F-0-0 F 4 8 F 4 8
~ SLRB 16"x8" 0
. . CONC. • • 16"x8" CONC, CEM, COVE ~ : , ~ :'o , ;;o ;'o , ;'o ;'o ' ' , , . , e . . . p 16~~Xpu , , • ~ • ~ ~ p ~ ~ . FOOTING • ~ FOOTING ~
~ , , , , o , , ' ' . ~ CONC, . ~ . ~ a a 16 x8 CONC. ~ - ~ ' • VAPOR BRRRIER VpPaR BARRIER
~ P 'o . . ~p . .o ~ ° ' • P FOOTING ~ FOOTING ' ' • ~ - ~ • ~ • OVER 4 GRAVEL OVER 4 e'I',' o'o'I',' ~ , ~ I ° 'o.°, 0 . U) LiJ W CE
~ . • . • 4 GRAVEL • ~ • ~ BASE GRRVEL BASE '.a, '.e, .e, .o.
~ ~ BRSE ; 3" DIA. PERF. ~
o PLASTIC DRAIN TILE FELT FLASHING
v .
? - SCALE; 1/2"=1'-0" = W
~ SCRLE; 3/4"=1'-0" SCALE; 1/2"=1'-0" SCALE~ 1/2"=1'-0" COLUh COLUMBUS co ~
~