07200529 Permit File.. . 1%
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
PERMIT
This is to c
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CITY OF DUBLIN
Division of Engineering
Applicant:
Site
DO NOT REMOVE THIS SHEET FROM SITE
IGINEERING A . S
PLEASE PRINT ALL INFORMATION
orre,5 Company:
pL
(Provide Detail Plot Plan of Lot)
Lot No: 2(615 Application No:
2' No Violations/Inspection Approved u Vi
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
CU 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)
6a<<ahoc- 2.' 3
C3 Approved For Conditional Occupancy
?1{}. Adjust Manhole to grade (Sanitary/Storm)
? 11. Rebuild Manhole Throat (Sanitary/Storm)
(Ord. 59=74, Sec. 51.04)
? 12. Imprpper Grading
(Ord. 7-75, Sec. 150.040)
?13. Clean Street/Ciean Sidewalk
(Qrd. 7-75, Sec. 150.039(J))
(Q.R:C. 723,011)
?14. Adjust Watch Valve to Grade
(MaintinelFire Hydrant)
J15. Install Grade Stakes
(Policy 98-027)
? 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)
?16. Submit "As Built" Plot P4an
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Comments:
? Re-Inspection:
Inspector:
? Approved ? Disapproved ? Conditional
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
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.
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569-08C
Order No.
5750 Chandler Court
Westerville, OH 43082
E-Mail: hoyssinc@a,ol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
CERTIFIED TO COpP?M NOM?S COUNTY OF FIZANKI-IN
LENDER P.B. 98 PG. 52 OR./D.B. PG.
REV: 5-21-08 t7W
BUYER SCALEI 20' DATE 4'9"08 DRN KD CH
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We heneby certify that the Ernegoing MORTGAGE LOCATION SURVEYwas pispared in eceordmce with CLepter 4733-38, Ohio
Admimshative Code, md is not a boundsry muM Pumunt to Chapta 473337, OLio Admmistretive Code. lbis plat is piqraiod for mortgage
loan and titk purposee only md is not to be conehued as having been pcepeed for the owaer or fa the uee of the owner fior mry pmpoeea.
a?uaamOF
THIS PROPERTY IS LOCATED IN
FLOOD ZONE X '* J.
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COMMUNITY PANEL 7313
PAGE OIOS-G DATE S-Z'95 BYC7?'
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date 6/13/2007 Application No. C) r4• dla,SD ?
APPLICATION FOR ELECTRICAL PERMIT
Job Address 6884 BALLANTRAE PLACE pazcel No
Subdivision BALLANTRAE Lot No. 263
Owner Name COPPERTREE HOMES Telephone (614) 206-0021
EXCEL ELECTRICAL CONTRACTOR CORP. (614) 430-0712
Contractor Name Telephg
p
7484 RELIANCE ST W9@TNN TON, 03-03474
Contractor Address Dublin Registration No.
Residential:
_-< New
Temporary Service ?....:....
4
$40. 0.00 for each addition?-$0 Sq.
Low Voltage Systems: Square Feet -
$40.00 Minimum plus $10.00 for each
CommereiaL•
New Sq. Ft.
Temporary Service $60.00...........
$60.00 Minimum plus $60.00 fofk
and up to 50,999 Sq. Ft. (sizes abi
Low Voltage Systems: Square fee
500 Sq. Ft.
Alteration/Addition'Sq. Ft
%Ao ,x u
1000 Sq. Ft.
over 1000 Sq. Ft.
r .. ..........................................................................................................
each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
we, See Fee Schedule)
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
J??
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all respeds, conform to the ordinances of the Ciiy 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 pro sions of said laws.
Signature of licensed contractor or homeowner ?--
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 ..... 07-00200529 Date 6/13/07
Revision number . . . . . . . 1
Property Address ...... 6884 BALLANTRAE PL
Parcel Number: 274-000626
Alternate Address: BALLANTRAE 2-3 #263
Tenant nbr, name ...... SQ FT 7839
Application type description RES SINGLE FAMILY DETACHED
----------------------------------------------------------------------------
Application desc
SQ FT 7839
----------------------------------------------------------------------------
Property owner ....... EDWARDS GOLF COMMUNITIES LLC
Contractor . . . . . . . . . COPPERTREE HOMES LTD.
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 320.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/10/07
Qty Unit Charge Per Extension
BASE FEE 40.00
14.00 20.0000 RES ELECTRICAL SERVICE 280.00
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
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
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 . . . . . 07-00200529
Revision number . . . . . . . 1
Page
Date
2
6/13/07
----------------------------------------------------------------------------
Special Notes and Comments
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
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 320.00 .00 .00 320.00
Plan Check Total .00 .00 .00 .00
Grand Total 320.00 .00 .00 320.00
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 ..... 07-00200529 Date 6/13/07
Revision number . . . . . . . 1
Property Address ...... 6884 BALLANTRAE PL
Parcel Number: 274-000626
Alternate Address: BALLANTRAE 2-3 #263
Tenant nbr, name ...... SQ FT 7839
Application type description RES SINGLE FAMILY DETACHED
----------------------------------------------------------------------------
Application desc
SQ FT 7839
----------------------------------------------------------------------------
Property owner ....... EDWARDS GOLF COMMUNITIES LLC
Contractor . . . . . . . . . COPPERTREE HOMES LTD.
----------------------------------------------------------------------------
Permit . . . . . . TEMPORARY ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 40.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/10/07
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.
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 . . . . . 07-00200529
Revision number . . . . . . . 1
Page 2
Date 6/13/07
----------------------------------------------------------------------------
Special Notes and Comments
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- -------
Permit Fee Total
Plan Check Total
Grand Total
40.00 .00
.00 .00
40.00 .00
00 40.00
00 .00
00 40.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Application Na Orl• 2_00 S ?9"1
Date `+' v O ? New ? Remodel ? Residential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
Job Address U 1 `.
Subdivision/ProlectrName
Owner's Name Contractor's Name S
Contractor's Address
Does the sewer discharge into an individuai sewage tlispm! $y
How far distant from any dwelling, well or cistern is the sewage'
??I
What is the size of the main drain? Of
Of what material does the house drain consist?
Parcel No.
_ Lot No.
Telephone
Telephone
m Number S?
<
pipes con
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
This form must be properly filled out and retumed to tha 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:
WAfiER TANK REPLACEMENT FEE $35.00
RESIDENTIAL COMMERCIAL
Application for permit & first fixture ............:.................. $50.00 Application for permit & frst ..............................$60.00
i5?3 Number of remaining fxtures X$10.00 =$'9 KO er of remaining fixtures X$12.00 =$ -
Total Inspection Fee ..................................:.................. 03-6 Tota I"( nspection Fee ....................................................$
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qty.
AirAdmittance Valve
*Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains
Garage Catch Basin
Division of Building Standards
? Washing Machine ? I J
Water Closets SI
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 ..... 07-00200529 Date 6/22/07
Revision number . . . . . . . 1
Property Address ...... 6884 BALLANTRAE PL
Parcel Number: 274-000626
Alternate Address: BALLANTRAE 2-3 #263
Tenant nbr, name ...... SQ FT 7839
Application type description RES SINGLE FAMILY DETACHED
----------------------------------------------------------------------------
Application desc
SQ FT 7839
Property owner ....... EDWARDS GOLF COMMUNITIES LLC
Contractor . . . . . . . . . COPPERTREE HOMES LTD.
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 330.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 3/16/10
Qty Unit Charge Per Extension
BASE FEE 50.00
28.00 10.0000 EA RES PLUMBING >1 FIXTURE 280.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
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
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 . . . . . 07-00200529
Revision number . . . . . . . 1
Page 2
Date 6/22/07
----------------------------------------------------------------------------
Special Notes and Comments
f rontages.
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
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- -------
Permit Fee Total
Plan Check Total
Grand Total
330.00 .00 .00 330.00
.00 .00 .00 .00
330.00 .00 .00 330.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
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 . .... 07-00200529 Date 5/30/07
Revision number . . . . . . . 1
Property Address .. .... 6884 BALLANTRAE PL
Parcel Number: 274-000626
Alternate Address: BALLANTRAE 2-3 #263
Tenant nbr, name .. .... SQ FT 7839
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner ... .... EDWARDS GOLF COMMUNITIES LLC
Contractor . . . . . . . . . COPPERTREE HOMES LTD.
--------------------------
Permit . . . . . . ---------------------------------------
RESIDENTIAL BUILDING PERMIT -----------
Additional desc . .
Permit Fee .... 70 SO Plan Check Fee .. .00
Issue Date . . . . <j I ?ja901 Valuation . . . . 0
Expiration Date . . 11/26/07
Qty Unit Charge Per Extension
BASE FEE 140.00
14.00 40.0000 RES BLDG PLAN REVIEW 560.00
--------------------------
Permit ...... ---------------------------------------
RES HEATING, VENTILATING, A.C. -----------
Additional desc . .
Permit Fee .... 330.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/26/07
Qty Unit Charge Per Extension
BASE FEE 50.00
14.00 20.0000
--------
- RES HVAC 280.00
-
----------------
Permit ...... ---------------------------------------
LOW VOLTAGE ELECTRICAL PERMIT -----------
Additional desc . .
Permit Fee .... 180.00 Plan Check Fee .. .00
Issue Date . . . Valuation . . . . 0
Expiration Date . . 11/26/07
Qty Unit Charge Per Extension
BASE FEE 40.00
14.00 10.0000
--------------------- RES ELECTRICAL LOW VOLTAGE 140.00
--------------------------------------------
Permit . . . . . . GAS LINE PERMIT -----------
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/26/07
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 ..... 07-00200529 Date 5/30/07
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 . . 11/26/07
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
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
DIMENSIONAL SHINGLES REQUIRED.
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 07-00200529 Date 5/30/07
Revision number . . . . . . . 1
------------------------
Other Fees . . . . -----------
. . . . . ------------------------
RES BLDG INSPECTION -----------------
710.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLUMBUS 3044.00
------------------------
------- SEWER INSPECTION FEE 120.00
Fee summary
----------------- ----
Charged ------------------------
Paid Credited -----------------
Due
Permit Fee Total ----------
2880.00 ---------- ----------
.00 .00 ----------
2880.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5904.00 .00 .00 5904.00
Grand Total 8784.00 .00 .00 8784.00
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.
? APPLICATION FOR BUILDING PERMIT
? • This form is provided by the Buildipg Industry Association of Ohio as a pubiic service.
THE Builders PERMIT NUMBER G.? ?oosa?
- Issu.ed in Ohio Under Authority of
a
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Auditors Taxing District Parcel Number
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Address of Property (Og g't
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Subdivision Lot a(?3 -ecc f Ls-Oi 3
Applicant's Name: ?'?? 6a?d K,W Phone Number: sZ a6 - Od #-(
Email Address: (oAfteyr4&hpWWS', Q&tVMbys. r/'. (,diWLNumber: 7`73 - QS'")S
Owner's Name: Phone Number:
? Address: ?//.;L* $'T, /V{dL„ Cl/'rilo.
? Designer's Name: G'*?tSC*pC,s Phone Number: 7? a G GS SZ '?I 2.
Q Address: 3-q7 4 GPTk0 rnL IDr45 CD *LO1J i4 014.1 fl 4'3 6 Z- ?
Builder's Name: e*6Ppk'*r-,e4_ /4,, Phone Number: ?p(e -Od p"?. ?
Address: ,S'A-yyt„L
Builder's iD: Q? - 5034
Type of Improvement: /%ZGJ V$i OW,? *L, Improvement Cost: 467(* 00 a
i
Number of Bedrooms: s Heating Fuel: ev11rs Number af Gas Appliances per Unit: rj
Number of Baths: 4. S Sewage Disp.osal: G 14,1 Garage 3 ?kk 47*ch er(
Building Height: 32. Water Supply: G" Number Car Garage: 3 C&t..
o Building
Unfinished Basement /OS?I 36/3 Zoning
Lot Area &IS-.0D
? Finished Basement ( G g 9 Total % Occupied by Structure Zg, L4% l•
" Lower Level
1 st Fioor .901
3 3613
Front Setback • Z S
0 .
2nd Floor / p 9 g Rear Setback
? 3rd Floor Right Setback 3S
a" Other fl Setback Q D/
Garage 73,5 71 Lo Width at Building Line //O
Deck/Screened In Porch
?
oning District
Gross Square Feet
?
Building Area at Ground Level 2'T Z-[/3 Existing Use of Property
Living Area ?ga Flood Plain Yes N?
The owner of this building and undersigned, do hcreby covenant and agrec ro comply wit6 all the lawa of the State of
c? Ohio and the ordinances of this jurisdicdon, pertainiug to building and buildings, and to wr,sWct the proposed buitding
or structure or make the proposed change or altcradon in acco ance with the plans and specifications submined
^,X
Q C? herewith, and ceRify that the informadon and on this applicaGO wings and specificaeons are to the
bcst of their knowledge, we and ca[tect. /
Signature of Applicant
Date Received Date Received
?
Date Received 1??
Y
a Date pmved Date Approved S• / Q'• O 7 o
JJate Approved C)-7
`p
Zoning Official Plans Examiner Issuing Authori*.y
?
APPLICATION FOR BUILDING PERMIT
This form is provided by thc Building Industry Association of Ohio as a public service.
THE Builders PERMIT NUMBER o--j . aCK?)S a?
, Issued in Ohio Under Authority of
e
0
o Auditors Taxing District Parcel Number
a
Address of Property
0
L
? Subdivision
Lot 6163
Applicant's Name: tljp?6er*1-4e. 61-2 ar.d K4or ghone Number: ol ai - oa #%4
Email Address: (op
tderrr,"/ooVS d&4{/J4btIS. (-"('• CbAWLNumber: 7?3 • Qs7s''
Owner's Name: S'kWt•r,,, Phone Number:
? Address: M,G L ('.l /"`• 1Q.
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=
Designer's Name: G*0SC,474GS Phone Number: ?? U`GS SZ '?J Z..
d Address: 3 q7 4(APT*"ti0 r&L Olrt V;F 6*L6*4 01-•11a 4-30 Z, 1
Builder's Name: Cppmir'*?-,,Cr, 4t wd1+ Phone Number: 0206 -O d a„ /
Address: s'*y,yt„L 8p8 ? ?1?
Builder's TD: 07 - so 3g
Type of Improvement: AzGJ e$ j pay*` Improvement Cost: "40, QO o
Number of Bedrooms: s Heating Fuel: 6/1-$ Number of Gas Appliances per Unit: rj
Number of Baths: 4. S Sewage Disposal: G 1+,, Garage 3 CAt 4-1*G/1 e4?
Building Height: , 32. Water Supply: C?}%, Number Car Garage: ' C.l.rt.
o Building
Unfinished Basement 10s4j Zoning
Lot Area ??
S-QD
E Finished Basement ((?
Lower Level 8g ,
?
Total % Occupied by Strucuire 25. La Y.
c
? Ist Floor 30 C Front Setback • Z, s
a 2nd Floor / D 9 g Rear Setback
a 3rd Floor ' Right Setback
Other
Crarage 73,5' Lefi Setback ?j Ol
Deck/Screened In Porch Lot Width at Building Line
Gross Square Feet Zoning District
Building Area at Graund Level 24L`i/3[S4 Existing Use of Property
Living Area sg4 Flood Plain Yes N?
?Q The owner of this building and undersigned, do hcreby covenant and agrec to comply wit6 all the tawa of the Srate of
Ohio and the otdinances of this jurisdiction, pertainiug to building and buildings, and to cor.shuct the proposed building
V.? or stcucture ot make the proposed change or aiterafion in acco with the plans and specifications submitted
hcrewith, and certify that the informadoa and on this applieatio wings and specifieations arc to the
Q? best ofthcir knowledge, we and correct.
/
Signature of Applicant
Date Received Date Received Date Received
?
a
w
?
Date Approved
Date Approved
Date Approved
L
?
Zoning Official Plans Examiner Issuing Authority
?
RESIDENTIAL RESPONSE LETTER
April 11, 2007
E IT1' t1F TX Fii.IV
Review Services
5800 Shier-Rings Road
Dublin, OH 43016-1236
Phone: 614-410-4600
Fax: 614-718-4346
www.dublin.oh.us
Coppertree Homes
6126 St. Mel Circle
Dublin, OH 43017
Re: Application #07-200529
Lot #263 Ballantrae 2-3
6884 Ballantrae Place
Dear Sir or Madam:
The City of Dublin's Review Services has reviewed your request for a Residential
Building Permit submitted March 16, 2007. At this time, the overall review status is
disapproved. The outcome of each review type is shown below with comments to be
addressed in the accompanying plan review notices.
Building/Structural - disapproved (Plan Review Disapproval Notice attached)
Engineering - approved
Zoning - disapproved (Plan Review Disapproval Notice attached)
Please note the Building plan review letter is not a Building Permit.
Please return the original submittals with two new revised site plans and the
additional information requested per the Plan Review Disapproval Notice to the
Dublin Permit Window (5800 Shier-Rings Road). Specific technical questions
pertaining to plan reviews may be directed to the appropriate Dublin plan reviewer.
Our plan reviewers can be reached at 614/410-4600. We look forward to receiving
your resubmittal responsive to these comments, enabling us to approve the requested
permit.
Sincerely,
Robyn Harp
Clerical Specialist II
S\REVIEW SERVICES\2005 RESIDENTIAL\DISAPPROVAL 200529
Division of Planning
5800 Shier Rings Road
Dublin, Ohio 43017-2182
PLAN REVIEW Phone: (614) 410-4600
C(71'OFDLBLIS DISAPPROVAL NOTICE Fax: (614) 718-4346
PERMIT# 6)7- :_4 ? 0, ?)S? ? DATE ?`'-Ad ""0 7
DO
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PLANS EXAMINER
PADPRC\Forms\PLAN REVIEW-Planning.doc
' ision of Buildin? Standard
5800 ier ings Road
Dublin, Ohio 43017-2132
Phone: (614) 410-4600
_ PLAN REVIEW Inspection Line: (614) 4104680
CITI'OFDIBLI\ '- DISAPPROVAL NOTICE Fax: (614) 718-4346
PERMIT# ?? - .2 j;) D SA 9
DATE Al- G - O 7
S
4g/aoe. ? DOR.S
(2? LAuD/tjG-S /4Rt /2EQu/12?b &T LL jEe7*
In// ?N A1U&E 7'H*q n/ .2 klsEkS . li2 3//. V. 3 200V Rco
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PLANS EXAMINER 'RoD 1) U&$ i A/
RPASSWMCHARLIEUSAPPROVALNOTICE '7/0 - yG /3
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shall comply with the 2004 Edition of the
Residential Code of Ohio.
PLAN REVI EW CHECKLIST
A
pplication No. h7 • ?
_ 0 ,,7
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+ N
Date Reviewed H E L. ar ?
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Reviewed By o Z Plan Reviewer's Comments & Notes
U d
• a a
Approved V/ Disapproved N
o v
? .?
y C
z
N
C >
Q,
OBBC Model Energy Code MEC Check worksheel required
Manual J/Electric Loads Houses over 3,000 Sq. Ft.
Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6'8" headroom
R303.6 Stairway Illumination 60'
R311 Handrails & Guards
R312
R303.1 Light & Ventilation Schedules ? Schedules Required on Plans; houses, additions and
sunrooms
R306
R307 Sanitation - Fixture Clearance
Figure 307.2
R308 Required Safety Glazing VOO"
R309 Attached Garage Fire Separation
N
? 13/8" s.c. or 20 min. door and 518" gyp. Bd. Type x" on
all common walls per City Ordinance
R310 Bedroom Emergency Egress
? 5.7 sq. /t. (24" net hgt. 20" net width) max. window still
"
hgt. Of 44
a. (. (.
R311 Exits ?
R311.4.2.1 Interior poors Bath 24 'z 68", habitable space 216"x 6'8"(min)
R311.4.3 Landings • Minimum 3'x 3'
R311.2.2 Understair Protection 112" gyp. Bd. Type X"
R313 Smoke Detector Locations
? Bsmf./hallway/bedrooms wired to prime electric/battery
'
pack - upli
nterconnected
Ordinance Carbon Monoxide Detector Outside sleeping areas
R317 Foam plastic separation
R401.4.1 Soil bearing capacity ? Use 1,500 psf
R403 Footing/pier/pad size & location(s)
R403.1.6 Foundation anchorage 112" anchor bolt @ 67oc; 7" into masonry & concrete
R404
Foundation wall sizes 8 reinforcements J ?
Stamped engineered foundation plan required for
h
and
dditi
ouses
a
ons
R405 Foundation drainage systems
R406 Damproofing or wateraroofing
R502.3 Floor joist(s) allowable spans wIl Lumber specifications required on drawings
R502.5 Allowable girder spans Per Taes R502.5(1) & R502.5(2)
b
'
R502.6 Bearing ?
f 1 112" for wood & stee// 3" (or masonry & concrete
R502.11.4 : Floor Trusses ? Engine
e
red design required at Frame Inspection
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02/0812007 09:14 6142631019
PAGE 08111
07 - .2a o5
Permd #
?o
Permit Qate
0 N/,' REScheck Software Version 3.73
Compliance Certlflcate
ReparR Date: 02108/07
Data fllensme° Untltled.rck
Ensrgy Gode: 2003 lECC
Lace#ion: Dublin (Frankl;n), (Ohie
Construation Typo- Multifamily
Glazing Area Perc:entage' 13%
Healing Dogree Days, 5719
Constructiort Si#e; O+vnQr/Agent: Designor/Contractor:
263 Ballgrrtrae
Dublin. QH
Ccppertree Homes
. ?
Geiling 1: Flat Ceifing or Sciasor Truss: 334e 30.0 0,4 917
Wall 1; Wood Frame, 16"o.c.? 3349 0.0 0.0 686
Window 2: Other: m 0.400 154
DaOr 1; Glr7ss: 60 0,400 74
Daor2:Solld; 20 4,250 5
Wall 2: wood Frame, 16" o.c.: 1452 19,0 0.0 76
Window 3; Other: 158 0.400 63
Door 3: Solid: 70 D.256 6
6asemert Wgli 9: Salld CdrlCrefe or MASnnry: 2583 0.0 10.0 15ti
Windcw 1: Other: 36 0.400 15
Floor 1: All-wood JoisyTruss;Ovar Unconciitioned Space; 270 19.0 0.4 13
Furnsce q: Forcetl HQt Alr. 90 AFUF_
Air Gondifionor i: Electric Caritral Rir 13 SEEFt
Gomplianee ,Sfalemont: The proposad bullding desi?4n described nere is consisCent with the bullding plans, spcclflcationa, and olhor
calr,ulation ubmi#ted wlth permlt application. Ttie proposed building has bean desigrted to meet the 2443 IECC raquiremsnts fn
si 3,7,3 C ply with the mandatory nequlrements l;s#ed fn the REScheck Inspaetipn Checklisl.
uflder/Designer Comp?,ny Name Date
Page 104
02/0812007 09:14 6142631019 PAGE 09111
REScheck Software Version 3.7.3
Inspection Checklist
Date: 02l08107
Geilings:
f? Ceiling 1: Flat Ceiling or Scissor Truss, R-30,0 cavi#y+ insulataon
Comments,
Above-Grade Walls:
I,] Wall 9; Wood Frame, 16" o.c,. R•0 (uninsulafed)
Cpmments: _
? Wall 2: Wood Frame, 16" o.c., R-19.0 cavlty InsGilatlon
Comments: -
Bas¢mrnk 1Malla:
? Basement Wall 1- 8olid Concrate or Mesonry, 9.0' hU6.0' bg16.0' inaul, R-14.0 continuous insulatlon
Conlments;
Exterlor insuletion mUSt hgvQ q rigid, Opaque, weather-resistant protective covering tnat cavers the sxposed (above•grade)
insulation and exfends at least 6 in. 6elow grade,
Wlndows:
Window 2; Ottter, U-factor. 0,400
f or wlndows without iabalad U-12ctor6, deSeribe fgetureb;
#Panes _ Frame Type "ihermel Break7 - Yes - Na
Gomrnenis;
? Window 3: Olhor, U•factar: 0.40Q
Far window9 wikhoul labeled U-faclors, descrlbe features;
#Panes _ Frama Type "Tsrmal Break? ? Yas ? No
Commants: .
d window 7; Other, U•factor: 0,400
Far windows withaut labeled U-fectors, d?scribe fe91ureR:
#Panes - Frame Type i hQrmai Flrask7 _ Ves - Na
Camments:
Qaors:
? Door 1: Glass, U-tador: 0.404
Comments;
? Door 2: Solid, U-Factor: 0.250
Comments: .
? Doa' 3: Sclid, U-factvr. 0.250
Commania:
Fl44fS:
? Floor 1: All•Wood Joist/Truss:Over Uncondilionetl Sp9oe, R-19,0 cavity insulation
Cammentg:
Heating and Cooling Equlpmont:
? Fumace 1: Forced Mot Aic 90 AFUE or higher
Make and Model Number:
? Air C61'lditione' 1: EIOCU'ic Central Alr. 1?1 $EER nr high9r
.................. ,,,.,.,,.
Paga 2 of 4
0210812007 09:14 6142631019 PAGE 10/11
Make and Model Number.
Air Leakago:
f? Jaint9, penelydtipn5, gn(i gil pther 6uCh ppenings in the 6uilding envelope that are souroes of air leakage must be sealed,
? Recessed 1lghts musi be 1) Type IC rated, or 2} irtstalled inside an appropriaie air-tiqht assembly wlth a 0.5" Gear+nGe ff4m
cambustibie materials, IF non-IC rated, the fixture must be insialled with * 3" Glearancc from insulation,
Skylfghls:
? Minimum inaulalion requirement for ekylight shsits equal ta ar greatar than 12 Inches is R-19,
Vapor Ratarder.
? RequifBtl OYI the wErfYlloin•wllltef slde oF all T1011-ventea tramed ceiiings, wgllg, Pnd npQr5.
Materials Identffication:
? Materlals and oqufpment musC be instatled in aa:ordance wlth the manufacturer's installatian inslruCtinn6.
? Ma#eeials and equipment must be identified so that compliance oan be determinpd.
? Manufacturer manuals for dll installed neating drb epoling equipment and servlee water heaUng equipmeni mu9t be prqvided.
Lj Inquiation R-values, glazing U-factors, and heaRl7,g equipmenk efficienoy must be clearly markad an the building plans or
spoGficatlons.
ouct Inaulatlon:
? Supply ducts In uncondiHonetf attics or outside tlia bu;lding must be insulated to R-8.
[] Ftetum duCts in unCOntlitioned attics or outside the building must be insulated to R•4,
Q Supply duCts in unCOndi6orted spaCes must be insulated to R-9,
0 Retum ducts In uncandltfaned spaces (except Gasements) must be insulated lo R-2.
[] 1Nhere exteriar walls are used as plenums, the uralf must be fnsulated to R-S.
? Insulation is not required on retum ducts in hasements-
auet Construetlan:
? Duct cannectians to flanges o# sir qistribution system equipmenR mus# be sealed and mechanicsny fastened.
[] AlI joints, seams, and conrtectlons must be securely fastened with welds, gaskets, mastlcs (adheslves),
mastlc-plus-embedded-FAbriC, or tapea. 7apes 8nd ma9tiC,a mu914e rated UI, 7$1A vr LIL 187B.
ExCeption: Continuously welded and loc?cing-typts longltudlnal jolnts and seams on ducls operating al less than 2 in, w,g. (500
Pa).
(:] Tlte HVAC system must provlde a means for balancing alr and water sysiems.
Temperaturs Cuntrals:
? ThermosCets are required for each dwelling unit 1non-dwelling areas must have one thermostat for each system or zone). A
manuai qr avtpm8t{C m6ans to paT1i611y resiriCt d'shut off the hEating andlor caoling input io each room eh81) be prorrid6d.
Electrlc Systems:
? Separato alectric meter5 are required for each divelling unlt.
Servlce yyater Heating:
? WatBT h981er5 with vprtlC81 plpe risels must havE a heat U'ap on heth ihE inlgt Antl OutlEi unlpss thE wAter he6ter has an integr9l
heat trap or is part of a clrculatfng system.
? Insulate circulating hot w$fer pfpes to the levals kn Table 1.
Ciroulating Ho! Wat9r Sysk9ms:
[3 lnsulate dreulaUng hat watpr pipes to the levels in Table 1.
Swimming Poals:
? All heaSed swimming pools musl heve Bn on/off heater switch and requlre a cover unless over 20% oi the heating energy is from
non-depletable nources, Pool pumps roquire a tirna clack.
HQating and Cooling Pipinq Insulalion;
? HVAC piping conveying flulds a6ove 105 degree:; F or ohilled Nuids below 55 degrees F must be Insulaied to ihe lavals in Table
a„
PagLb 3 of 4
02f08l2007 09:14 6142631019 PAGE 11f11
Ta61e ?: Mlnlmurn Insu/ailon 7hlcknes9 for Ciraulating Hot Weter Pipas
Insulatlon Thlclmess In Inehes by Pipe 31;te9
Non-Circulatlng Runour•,s Glrculating Malns and Runouts
Heaked Waker -
7emperature ("F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-190 0.5 1.0 1.5 2.0
140•169 0.5 0.5 1.0 1,5
100•139 0,5 015 4,5 1.0
Teble 2: Minirnum /rrsulst;oti Th;ckness far HVA C Fipes
Fluid Temp,
Plping System Types Range("F)
Heating Spstems
Low PressurelTBtnperature 201-250
Low Temperature 106-200
5feam Candensate (for fosd wator) Any
Caoling Sysrams
Chflled Water, Rcfrigcrant and 40-55
erine Belaw 40
Insuiatlon Thlckneas in filches by Pipe Sizes
2" Runouts 1"and Less _ 1,25" t0 2.4' 2.5" to 4"
1.0 1.5 115 2.0
0.5 1.0 1,0 1.5
1.0 1.0 1,5 2.0
0.5 015 0,75 1.0
1,0 1,4 1.5 1.5
NOTES TO FIELD: (Building Department Use Only)
Paga 4 af 4
o7-zobsA q
LOAD CALCULATION WORK SHEET
OWNER: COPPERTREE HOMES, LTD.
ADDRESS:
PHONE: (614) 206-0021
LOT #: 263 BALLANTRAE
ADDRESS: 6884 BALLANTRAE PLACE
QTY WATTS TOTAL Notes:
General Loads
General Lighting (Enter Square Footage) 5801
Kitchen Small Appliance Circuit 4
Laundry Circuit 2
Electric Dryer Circuit 1
Electric Range Circuit
Bathroom Exhaust Fan 6
Dishwasher 1
Disposal 1
Furnace Blower Motor 2
Microwave 2
Garage Door Opener 2
Sump Pump 1
Radon Circuit i
Built-In Wall Oven 1
Gas Cooktop/ Downdraft 1
Whirlpool Tub 1
Steam Shower
Attic Fan
Power Vent for HWT 2
Water Softener
Sub-Total General Loads
1st10KVA @ 100%
Remainder over 10KVA Cil 40%
Heatinq and Air Conditioninq Load
Air Conditioner 2
Electric Heat
3.0 17,403 1) NEC Annex D Example D2c
1,500.0 6,000 Calculated Load = 144.96 A
1,500.0 3,000 Allowed Service Size = 150 A
5,000.0 5,000 2) NEC 230.79 - The service disconnecting means shall
7,680.0 - have a rating not less than the load to be carried,
85.0 510 determined in accordance with Article 220.
1,200.0 1,200 3) NEC 220.82 A B C- The calculated service load shall
1,176.0 1,176 the result of adding the general lighting loads @ 100%
1,176.0 2,352 for the 1 st 10kVA + 40% of the remainder of the following
1,300.0 2,600 loads: 3 V-A per sq ft for lighting & general outlets + 1500 V-A
1,176.0 2,352 for each 20 A small appliance and laundry circuit required by
1,176.0 1,176 NEC 220.52 + the nameplate rating of all appliances +
1,176.0 1,176 the nameplate rating of all motors & low power factor loads +
6,720.0 6,720 the heating & air conditioning loads per 220.82 C.
1,176.0 1,176 4) NEC 215.2 A 3- Feeders for individual dwelling units need not
1,440.0 1,440 be larger than the service conductors.
8,900.0 -
1,176.0 -
225.0 450
1,176.0 -
53,731
10,000
17,492
27,492
7,200.0 14,400 Enter the Actual Nameplate Rating
16,320.0 - Enter the Actual Nameplate Rating
Total Heating and Air Conditioning Load 14,400
Total Load Calculation
Total General Load 27,492
Total Heating and Air Conditioning Load 14,400
Total Connected Load 41,892
120I240 Volt
Note: All calculations on this sheet are based on N.E.C. article 220.82 A B C
EXCEL ELECTRICAL CONTR. CORP. CONFIDENTIAL 2/21/2007 Page 1
0-r-2oo59Q
Mar 07 07 08:57a 7im Campbell
614-436-0958 P• 1
Name Coppertree
REZCALC Address
RESiDENT1AL BLOCK LOAa EST1NfATE neSc.
DESIGN GQNDITIONS Outdoor. SummerbBMf6 Wirrter fnside: Sumrner RH
.._.... Winter
_?_..•_- Range
---._ 5wing
.._---..._....__.-.._.....___ . .._._-_- ------ ..
gp 1 73 . .._.--•-
5 ---- -- ---•--
72 40% 72 24 3.8F
GU4SS & aOORS
Dir Type Glass Paws
---- Frarne
? Shade Ovr_ GF H-F SQ FT_ C-Load_ YH-t-oad
N Window .---Lowt 3 Metat I13 lvone 1z" 7V.Uti 25.10 154.0 1,21 u 1,b12
.. . ..._..--------------.........
? Wmdo4v Law E 3 ._ _._?__
Meta6 T8
None
12"
62.00 2520
297.0
18,414
7,484
S WttiG01N LONV t 3 M@L'd1 I!i NDftB 72" LEi.W 1.5.'ltf
.
-- 71JU41 Y,tf'11
-_---?- _? ;L,b3'L
-r>_?.. .?-?.
--- ....._c_..?,?,.?,.?.,..,..-.-_..---••
W Erdry Ooor --•----?...--
Metal TB --?-i-_.__,, ._?_,.?
46+' ?,,.,,...?...?
19.00 13.95 -- -
17.0 323 237
W Entry Door_ ---Metat axs+- 19:M 1b.b0 18.u 342 :ew
-
- ---
Lon+v E 2
W
Window Metai_TB None 45+" _ 38_00 27.90- --- 92.5-- - 3,515 2,580
--
_-_
WALIS
p? Frarm R Shade Ovr.
. .. ... .
._... . _._.__._
__... . _.. _ .
.- -- ----
- - _ . .? . . ----
W Wwd ---
19 ---•-?---.. .
1Vone . _... _..
12"
- _ . _.
1110 5.60
- 1,321.5 2,378 7,400
-- ? --------- ----
N? 1NIood --°-- - -
93 • - ?-- ?-
None --
12" 1.52 5.60 1,457A _ 2,214 8.153
--
• --??----- ^?__..__.....
E- Wood .. . ... ....._.....
13
..-
....
NoRe
12"
1.80 5.60
954.0
_ 1,717
5,342
g VNood 13 None 12`
- 1.80 5.60
--... ...... -- . .._ 709.5
..... 1.277
.._ ..___.._. 3,973
_... .. ...--.•_
•-------•---_---?- ---..._.
N Masonry 0- 5ft SelaM? U -----?---
Nane --
G' 4.00 19.50
_
-
•? 1,c?72A
:??------- 0
-?---- --=-
- 20,904
----
..-.-••--.----.y?-=-r.,.,..,_..F..,_.._....___
N Mason.,ry > 5Yl Below 4 None _..--=
Q" .
-
.-
-•--? 0---__
_40 8.09 1,472.0 ... 0- ----6,528
ROOFICEILING
Descxipdan
Ceiling under venbed attic 99 2.30 3.71 3,013.0 6,929 11,178
FL00 R
Descripbpp Caver CeiGng Below R
_
Basement floar> 2ft. beJaw grade 0.00 1.70 2,745.0 0 4;666
P[inted by: Biil Kanipe
Flename: COPPER7R.RZ8
I.' d 7Gb0-J / C-i7 L 9
- --.- •..-. ...
-• - • - -• . . _ . _.. .. _... Pdtrioi Air Comfort Systems
Paqe 1 3t222Q07 8:03 Varsan 2.20
Jiy ;oia}ed B6610 LO ZZ aIBW
Mar 07 07 08:57a Tirr Campbell
REZCALC
RESiDENTIAt BLOCK LOAD ESTIMATE
COC}L{NG LOAD SUMARY GO°U"G ?
st??
SUDT+OTAL (AN GLOADS) 40.936 ;
T? x SV1lING MLlLT. 11`1134
T
7
OQ ?
D
.
_
x
UCT MUL
I......_._.__x SUMMER CLIMAFE MULT_ ?+0.96 .. I
i =SUBTOTAL 39,300
+? PEOpLE x 530 6 i 3,180
} APPLIANGES 1,200
_SUBTOTAL (Less Outside Air Load) ! 43.580 ?
+ OUT5IDE RIR LOAD
infiLBven& efm xlosd (cim) 170 x 44 7,480 ?
= TOTAL COOC.ING LOAD 5'I,i6D
-? PEOPl.E x 230 6
_ 1,380 '
_._-----
- WFSlDE AIR LATENT LOAD
infi46vent dm x laEerYt loae :clm) 170 x 27 4,590
LATENT CDOLING LOAD
` 5,970
" SENSIBLE COOLFIG_ l.OAD--- --- ----- ___ '?'? 90..
Prlrtted by: B111 lCanipe . . . . .
Fiename: COPPERTR.RZB
614-436-0958 p.2
Name Cappertree
Address
besc.
HEATING LOAD SUNlMARY HEAT"'G gm tw
SUBTOTAL (AI4 H-LQAQS) _
+ iNFIL. 8 VEM'. CFM x 77
= SUSTOTAL ^
^x DUCT NRlLT.
xWiNTER CL.IMATE MULT,
?
= TUTAL HEATlf+f6. LOAD
T ' 82,893 ?
247 18.Q'I9
1.00 . _ J
.. o ?--
--.- - - 97.835
aR auaNrinr (cFM)
? COOLING OR HP CEM ?
sensible cafll. bad f cxoFng CFM factor
? FURNACE CFlUI
total ieating load / hea6ng Cf74 factor
I COOUNG SENSIBLE HEAT FACT0R
? sensble Gool_bad I total coolifig ioac!
Paae 2
'. ..---- .
26.70 ; 1,692
_... _ .._ _! -
43.00_ 2,275 i
-• _ ----- tJ.8833,
Patriat Air Comfort Systems
312?12D07 8:03 Version 220
7. rl 7n+,n_I re-+,i n .IIH lOlJlBrl B7L:/(1 /(1 7.7. aeW
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 PRINTALL INFORMATION
Applicant:
Company:
Site: T?k n
(Provide Detail Plot Plan of Lot)
Lot No: ZJDa) Application No:01•_J?0Q_S ?-?Subdivision:
? No Violations/Inspection Approved CI Vioiations/Disapproved ? Approved For Conditional Occupancy
* 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
? 5. Erosion Control/Sod or Seed
(Ord. 40-98, Sec. 53.090 (G))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 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)
U10. Adjus# Manhale to grade (Sanitary/Storm)
?ti. Rebuild Manhv(e Throat (Sanitary/Storm)
(flrd.'S9-74, Sec. 51.04)
?12. lmproper Grading
tora. 7-75, sec. 150.040>
?13. Clean S#ree#{G1ean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
(O.R!C.723.411)
?14. Adjusi Wa#ch !/alve to Grade
(Mainline/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Comments:
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector: Date:
Re-Inspection: ? Approved ? Disapproved ? Conditional
Inspector:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
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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
Application Number: 0't " #009 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: COPPERTREE HOMES
Subdivision:
Lot Number:
Address:
BALLANTRAE
263
BALLANTRAE PLACE
Approved Foundation Elevation
Actual Top of Foundation
Professional Seal:
943.7 Feet above mean sea level.
943.76 Feet above mean sea level.
Signature of Surveyor:
6/1,8/2007
Date
This form is to be completed prior to the foundation inspection and must be made available on-site with
the approved prints.
GIT'Y OF AUBLIN
CITY OF DUBLIN
=PERMIT MBE
w SZ1
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: Lot Number: , b 3 Reviewer: En(?
?' i'
Address:
) $9 4
l0 C Date:
05 • , Q ?.
TTEM DESCRIPTION YES INO N/A
1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision
for approval to the Master Grading Plan. If No, proceed with review.
V/
2 Lot elevations match Master Grading Plan. ?
3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual
grading field verified? If Yes, proceed witb review. If No, request field verification.
V/
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. ?
S A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of
tha apzon (for a side-loaded garage) to the rear edge of the pedestrian path.
?
6 The driveway slope is less than 8.0%, ?
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way ?
8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant.
9 Side yards da not exceed 3:1 slopes. ?
10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No,
proceed with review.
?
11 First floor elevation is shown (not to be verified),
12 Basement Aoor slab elevation is shown (not to be verified), ?
13 Garage floor elevation is shown (not to be verified). r/
14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled.
15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation
for the sanitary sewer lateral. /
V
16 Location and size of water service tap is shown and labeled. V/
17 Sanitary and storm structures are shown, labeled and match the approved construction drawings. ?
18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings
v
19 Required sidewallc andlor bike path location and size is shown and labeled. ?
20 Location and size of existing sidewalldbike path alang side property line is shown and labeled, ?
21 Tree lawn siae is shown and labeled as 7 feet. ?
22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number: ,3`IOqJC016'% 6 Effective Date. D&-: OZ ?5
?
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Tree protection fencing is shown, labeled and matches the approved construction drawings
25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat
26 Easements are shown, labeled and match the recorded Final Plat ?
27 The drawing scale is shown.
A north arrow is shown.
L29 If a corner lot, address should be for street that the front door faces.
Comments:
REVIEW RESULTS: ['APPY20VED
0 DISAPPROVED
0 Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised
applications to the Division of Building Standards.
1n 7noo7 N:\Enginceriniz\POLICVIENGPOL019.doc
CITY OF DUBLIN
CITY OF DUBLIN
PERMIT NUMBE
o? - ?oos1199
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: %Lk? ,A Pk . 3 Lot Number: 263 Reviewer: EP
P
Address:
wl
ik- Date:
0 4-03 - 0-7-
ITEM DESCRIPTION YES NO N/A
1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision
for approval to the Master Grading Plan. If No, proceed with review.
2 Lot elevations match Master Grading Plan.
3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusual
grading field verified? If Yes, proceed with review. If No, request field verification.
?
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path.
5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of
the apron (for a side-loaded gazage) to the rear edge of the pedestrian path.
?
6 The driveway slope is less than 8.0%.
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way
8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant.
9 Side yards do not exceed 3:1 slopes. ?
10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No,
proceed with review.
?
11 First floor elevation is shown (not to be verified). ?
12 Basement floor slab elevation is shown (not to be verified). ?
13 Garage floor elevation is shown (not to be verified). ?
14 Sanitary sewer lateral location and elevations at tap and foundation aze shown and labeled.
15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation
for the sanitary sewer lateral.
V/
16 Location and size of water service tap is shown and labeled.
17 Sanitary and storm structwes are shown, labeled and match the approved construction drawings.
18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings /
?
19 Required sidewalk and/or bike path location and size is shown and labeled. ?
20 Location and size of existing sidewalk/bike path along side property line is shown and labeled. ?
21 Tree lawn size is shown and labeled as 7 feet. ?
22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number:,3q0 49C C) l O$ 6 Effective Date: 09• 0Z• 9.5
V//
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Tree protection fencing is shown, labeled and matches the approved construction drawings
25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat
26 Easements are shown, labeled and match the recorded Final Plat ?
27 The drawing scale is shown. V/
28 A north arrow is shown.
11 29 If a comer lot, address should be for street that the front door faces.
Comments:
REVIEW RESULTS: D APPROVED
? DISAPPROVED
0 Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit
applications to the Division of Building Standards.
5750 Chandler Court
Westerville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
SGrvey Fax (614) 895-1949
Construction Fax (614) 895-9549
?
942.26
x
Fc3R rOPPERTREE HOMES HOUSE STYLE CUSTOM
LoT/suBDivisioN 263 BALLANTRAE SEC 2 PT 3 ciTY oF DUBLIN
SCALE 1" = ZO' PB. 98 PG. SZ DATE 0I.08.07 ORDER NO. DRN. NV CK.
FLOOD ZONE X COMM. PANEL 39049C PAGE OIOgG DATE 08.02.95
MINIMUMS R: 25' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH
S: =- 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."
EX. /
an n? ?
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--------------
?reen A Mechanical Units
FROM PUB??CU R.O.W•
CAtI PIANNiNG DIViSION
262 W ?
F.F.= 944.70
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9.01'
942.10
F?'IC,l?,'FF.RINcrn,%IPT1Ahc-E
? cicv af Pt?h';n.
APPKON"ED AS NOTED
Epp p5•09• O-+ ?
i i u.uu' V
S 28°33'S7" E ?
4' SIDEWALK ?
FASEMENT
SAN. SEW.
E.O.S.= 931
Tree Protection Fencing
? j; Nd`•'P L r? ?N N4PEl.?[O
EX. "/S 28°33'S7 E?/? r??,'.;k ;T,oN. X.
939.30 110.0' 40.30 ?
4' WALK WATER TAP
940.99 941.05
1 ? (BMC)
Bikepeth/Shkwaik Reqnlred
CALL IWSPECTION LIIGFTO`- '
SCHEt?,1LE INSPECTION
30' NO BUILD ZdNE
--------------------`-? ------ \_
CL OF 10' EASEMENT-,.,
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76.00'
BALLANTRAE PLACE 50'
*"NOTE: WATER SERVICE SIZE = 3/4".'?
NOTE : BUILDERS TO PROVIDE
TREE PROTECTION DURING ALL ?
PHASES OF CONSTRUCTION.
SQUARE FOOTAGE DATA
FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY
LOT 16.y500•0 WALK 376.0
HOUSE 3850.0 SooCoV. 11,791.0
DRIVE 1252•11 LOTCOV. 23.28%
APPROACH 190.0
-„hrl;?,;-;?n.\R.llantran\7F.2 ri-a
By
PLOT PLAN
We hereby certify that the foregoing PLOT PLAN was prepared from
information provided by the Client and data obtained from Engineered
Subdivision Plan. This Plot Plan is to be used by the Client for the sole
purpose of obtaining a buildinQ permit The use of the Plot Plan for an
other purpose is strictly prohibited. _0\ r%r
EYO
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G I N .? ?
Zt)NING CGMPLIANCE
APRR01/1771) AS Na3ED
? ? Ct"i'Y 4F Dt1E3LiN, QNiO
43.50' t/G-
-------- ---------- ------------ -------- -------------
?_ 10' EASEMENT
------------------- -
942.70
oi6.ooo
0 0
4 Ili
-4 -4
20.33
F.F.= 944.70 ??
T.O.B.= 943.70
_ ? 435• 0
? C?
2.67?`?' 2.67
K, 6.33
M 45° 45°
,--? l\
? 10.0
,-r
?
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25' BLDG. LINE
I HEREBY CERTIFY THAT THE
GRADE ELEVATIONS SHOWN ON
THIS PLOT PLAN ARE THE
RESULT OF AN "AS BUILT" SURVEY
PERFORMED ON
SURVEYOR OR BUILDER SIGNQT ?DF
22.0'
942.70
- ---------- ---------------
q3I.b0 26.00'
.98 v/
16' DRIVE
SLOPE=
4.51%v/
REVISION DATE & REQUEST
1 01.09.o7 AB FLIP HANDING/MAKE DRIVE WIDER
2 2-27-07 FOUNDATION CHANGES
5-1-07 FOUNDATION CHANGES
? 5
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13.00'
264
W F.F.= 944.30
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940.64 1
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St ee? i'repos hequired
tAl.t 4`±1F't-FfiRE6;EP BEFORE
ORDEP, AND lNSTALi.RiION
BUILDER TO MAINTAIN
V/ EROSION CONTROL
DR.A~VIV BY:
CADSCAPES, INC.
3474 COPTHORNE DR
GALENA, OH 43 021
~
~ ' 740-965-5292
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CLZMATIC AND GEOGRAPHIC DESIGN CRITERIA A
SUBJEGT TO DAMACsE FRO '0 DAMACsE FROM 5U8JECT TO DAMAGE FROM
ROOF SNOW 5£15MIC WINTER DESIGN ~
LOAD (L~) WIND CONDITIONS ~ROST ~ROST tEMP FOR H~ATINCs
~ PER 5G2 Ft 5p~~p BT XONE IUEATN~RINCs DEPTH ;INCs DEPTH TERMITE D~CAY FACILITIES
20 90 1 5~Y£RE 36" E 36" T~S T~S 3 O~G. F
I
. . ~
, M111 n r t II t T P n ih r in have the followtn ~ 1. Th~a etructure, In additfon to the proper tr(butory dead loads, fs 14, trus Joiet Mac a p oduc s e ed as J s o e d aw os g r~2~,L ,~~~IC N No ~',~5:
de6fgned to re6let the following 11vs load conditlons: abbrevfattone as applicab~e:
RoaF - 25 sf (Csround 5now LoadJ TJI -°Pro Jofst 5eriee' / or equal p U A~L IllORK R~LAtED TO ' R~LAtED TO tNlS PROJEGT
- Ce~l~r~ Jo~sts - 20 psP Live ~oad 15. Steel columna 6hall be tnstalled with the 6crew portion of the column on the bottom ' Second Floor - 40 ef I.(ve l.oad AS CON?AINED 1~~REIN 15 F p and completely encased in concrete. ED 1~~REIN 15 R~QUIRED ?0
, Ftrst Floor - 40 pef I.ive ~oad IN AGGORDANGE WITI~ RDANGE WITI~ ~
~ Exkerior Salconlea - 60 pbf l.ive Load AI.I. APPLICA~LE GODES A A~LE GODES AND
~ Cecke - 40 ef I 5ta(re - 40 ef / W(nd - 90 mph aaafc Wlnd 5peed 16. Non-ad~uetabie columns 6hall have the(r base platee welded to tl^~s column p p with 3116" flllet weld all around, ORDfNANC~S. ANY DISGRE i. ANY DISGR~PaNGIES
2. Deck and 8alcony Handrall/Csuardrail. Dee(gn and construction ahall comply ~ DRAWINGS MUST
s ith 2 RCO. 11. it is the contrsctor's responslbility to Furnl6h properly designed FOUNp IN TH~ DRAWINGS MI w 006 conr~ectfone for all membere not bpeciP(cally 6tated on the draw(nga. The ~ROUCxl~T t0 TNE A7T£Nt10 ) TNE A7T£NtiON OF TN~ pESICsN~R IMM~DIA?ELY.
3. 2X4, 2X6, 2k8, 2XI0, 2XI2 ~2 ~4F KD OR EQUAL Gontrdctor shall u6a ~fmpson Strong-Tle products or equal dnd ehall install all Lumber wfth values greater than those Usted above may be used. The owner and tha Fa6tenere recommended by the manufactwer. lJss galvanfzed connectore and
° contrdctor are cautioned thai some typee of wood may ehrfnk, bow, and warp more fa5tenere for aU ftems ex osed to the weather in the fint6hed structure. 2) ANY MECNANICAL I~ND ! NANICAL I~ND E~EC?R(CAL LAY-OU?
than others. Shrir~kt , bowt and wa fng 6hould be considered when selecttng p ~ ~ ~ 18, Wood construct~on ehall conform with tMe "Nattonal Deet n eclFlcatton 51~OWN ON PI.ANS FOR D~; °I.ANS FOR D~51GN IN?ENT
the wood to use For this structure. „ „ g~„ f o r W o o d C o n e t r u c t l o n a n d D e s t g n Y a l u e e f o r l ll o o d C o n s t r u c t i o n - 1 9 9 1 e d i t( o n O N L Y A N D D0~ 5 NOT R~FI ~0~5 NOT R~FLEGT AN
4. Dimenaional lumber shall have a maximum mofeture conten t o F 1 9 qe, . 19. 5teel fabr(calfon and design shall comply with AISC "SpeciFtcalfone ~NCsINE~RING 50L1lTION. s 50L1lTION.
5. Floor(ng ehall bs 3/4" m(nimum thickne6s ton9ue and q~roove Expoeure I For Structural 5teel ~ulldfnge - Allowable 5trees Design and Plaat(c pe6fgn 5U6CON?RACTORS 8N,4~I. wCTORS 8N,4~I. "IN ESSENCE" D~SICsN
plywood or approved equal, APA rated 5lurd-I-Floor 24 oc - effectfve June i, 1989. All steel ehall be fabricated from ABtM A36 ateel, fy = 36 k51 ~Ull.p TNESE aY9?EM5 A9 Fasten ehsathfng with 8d rtng shank ndils at 6"oc a! panel edgee E ~aY9?EM5 A9 R~QUIR~q. '
' and at 12"oc a! (nterfinediate su orte. Provide lue at all 20. Concrete work shall comply with: ~'p g a) ACI 301-99 5pecfficatfons for 5iructural Concrete for Sufldtnge
supporte. ~
6, ~IyW00CI fOC r001'(t1g 6hdII b8 85 fOlI4W9: b) ACI 318-99 "~uilding Code Requfremente For Reinfarced Concrete"
~l16 aPA rated eheathing, 24116 ~cpoeure I, Faaten sheathing wit~ Sd rfng shank na~ls at 6" at par~l edges and 12" intermedfate eupporte. 21. Anc~or bolts ta be pobt hot-dlpped galv, meeiing ,45TM QI53,
Provide plywood clips g 12"c/c et uneupported edgee, 22, Relnforcing eteel shali be Grade 60.
Wall conatrucllon 6hall conform to the following unlee6 noted: 23, Concrete bhall have a mtnlmum of 28 day compreseNe etrength oF 3400 pel hr'~l~~ f DO~f-~l~~% _
f h- 2x4~s ~ 16° c/c excep! as noted. Concrete exposed to the weether and In a horizontal posltton W a l l s u p t o S- 1 t o 9- I h g n f n t h e F i n a l s t r u c t u r e, l n c l u d i n g g a r a g e P l o o r 5 1 a b e a n d a l d e w a l k s, s h a l l h a v e F I R S T F~ O O R A R E A• 6 h e a t h( n g f o r e x t e r f o r w a l l s e h a l l b e 1/ 1 6 t h i c k . 4 P A i a t e d e h e a t h l g a m fn imum 2 8 da comprese lve 5 t reng t h o f 4 0 0 0 pe i an d s ha l l con t a in en t x a(ne d ~OR AREA: 3013,0 eqPt
24/16 ~x oeure I. FBeten with 8d rfn ehank nails at 6 oc at par~el edgee cor ance with Table 4.2.2.4 ACI 301-99. SECOND FLOOR AREA. , p 9 alr in ac d FLOOR AREA: 1099A aqf!
and 12" oc at intermedfate ~upporla.
S. Wood exposed to weather in t,he flnlshed etructure, 5111 piates and the 24. Unlese 5peclffcally stdted otherwfse, foundattans shown on these drawings REA: 4112A 6qft
bottom latee of walls bearf on concrete or maeonry ~+all be 9outhern have been desf ned For an allowable soil bearin reesure of 1b00 sf, tOtAL AREA: p(ne No2 Dense and ehall be treated with the oxide form of alkaline I hg e been e 1 ned for an e uf alen! later I fluid ressure of 50 cf,
n r ubic foot. Baeement wal a av d s g q a p p copper a,uat (AGQ) at the rats oF 0.40 pou ds pe c It is the re6pon~tbllity of the contrdctor to verify the above 1f6ted dea~gn valuee, FIN ~BMT AR~A: ' AR~A: 1689.0 eqft
Metal connectors shall be Cs-185 NDIs meeting A5?M A683: 9crews, Nuts, and to determine that tne soil la adequate to suppor! the ~ouee on t.he founda~tone ehown.
and 6olts s Washers ~hall be posi hot-d(pped aalvan;zed meeting The conctractor (s responelble for determtnfng that the total and difFerentiai aettlements of CxARAG~ AREA: ASTM A153; Common Nailg, C~un Nalls 6hall be GI85 HpCx mesting ASTM A153, the foundatfone are wlthin the tolerabla limfte of the structwe. the contractor (s UNF SA6~M~NT: AREA: 135.0 sqft
=MkTIT: 1056.0 bqft
9. Roof trusses shall be desl ned by a 5tructural ~ngineer reg(stered tn the encouraged to obtafn the bervfcee of a sofls engireertng ftrm io determine the g eu(t8biift of the foundatf4ne ahown on these drawln s to safel eu ort the etructure with 5tate of Ohlo. truesee shall be deblgned In accordanca w(th the Natlonal y g y pp
pesign 6peciftcatfon for Waod, 199~ edltfon and the Truss Plate Inbiftute no detrimental effects to the bulldtr~.
Recommended Practfce of pestgn ?PI-~5. ~
- ~ ~ Maxlmum mol6ture content for lumber and tru6ees ehall be 15qo, 25. For elemsnts of con6tructlon not 6pec(i'fcally noted on these drawfngs comply with ihe 2006 RCO
- RooF trusses shall be deeigned to eupport the Polfowing loads: 7o chord I(ve load ~ 25 sf lCsround 5now Lodd) 26. Tha houss (s structurally etable when completed. It fe the cor~tractor's ~
p p re6ponslbllity to provide proper bracing and temporary ehoring during con6tructlon and to provid~ Top chord dead load = 10 psf
- r l d= 5 sf a 6afs working env(ronment durtng conetruct~on. Sottom cho d dead oa p
~o~tom chord Itvs load = 40 pef 2~. Bear all exterlor foot(nge a m(nfmum of 36" below adJdcent grade. rteE wt~d upiirt = s pse
Unless noted otherwtse, rooF trusaee shall be designed to comply wlth the 28. Provfde aolid bloclc(ng between ,(ofets and rafters at all ende and all bearing points,
following deflect(on crlterfd.
Live load deflectlon I240 (Max. = 0.2~ It1GI1E6) 29, 81ock poets and ~ambe sol(dly through floor and ceiling framing, and
Dead ioad deflection d/240 (Max. = 0.25 lnchesJ cont(nue below ae requ(red.
10. Conform to the requfremente oF the following fastenin~ schedule: A. Roof trussee/raftere to walls ond headere:
Fasten w(th 5lmpeon 5trong-Tie AncNor "N4" or da ehawn on drawfngs.
Multiple I.vL lumber: In accordance wlth manufacturere recommendations
or ae noted on drawinge.
C. 7he contractor may, at hts opt~on, atlach drywall in accordancs wft~ 20~6 RGO or attach drywall COV~R
In accordance with the adhesiva method as recommended by the United 5tatee :
Csypsum Company, P1.AN - FOUNDATION Other member faatening shall comply with 2006 RCO )UNDATION A1.0
PLAN - FINI5I~ED BAS~M~ ~I51~ED BAS~M~NT A1,0
11. "C7" = Collar ?ies. Gollar ?ies ehall extend to the outer face oF the ~5T FLOOR A2.0
rafter and ehall be bevel cut at the end to conForm to the roof elope. pLAN - FIRST FLOOR 12, lUhere "~vL" is noted on the drawinge the producte listed below are
P~AN - S~COND FLOOR acceptable. :COND FLOOR A3•d
Parallam as manufactured by True Jo(et MacMillan Corporatlon ~~EVATIONS N5 A4.0-A~.O
M~cro=l.am ae manufactured b Trub Jofet MacMillan Corporat~on or eo,ual. APPROVED ~LAN~S MUSl' BF ON y FIf257 FLOOR FR,4MfNCs ~OR FR,4M1NCs 81.0
I3. It ~s ermleslble to use lar er membere s(zes than 6hown on dr8tuln~s. SIT~ FOR ALL INSPECTlONS.~ p 9 _
~ Use only completely drled (.V~ s that have been protected from the weather. 7he S~COND FLOOR FRdMIN( mo(eture content oF LvL~e Installed shall be the same ae recommended by the 'LOOR FRdMINCs 52.0
~ manufdcturer. Gonrect 811 multfple LVL~s together In accordance with mfgrs recommendations, ROOF FRAMINCs '~MINCs 63,0
SECTION6 94.0
I
18~-4" 20~ 4~~ 20'•4~~ 16~-0~~ 8~-0~~ 3~ 4„
~ , REVISIONS
~ ~ ~ 1-4 4 -0 9 -0 4 -0 1 i a • n~ °d ,~pd i~.~ . a~ °e ~pd ~ • o °d ~ I ~ . i
. ~r ~ No. Date i~ i i ~ i ~ a i ('_l i~ i
FLOCR J015T ~ ~I ~ ~~1 ~ ~ a ~ I 2/8101
/ _ 1-- , ` 4~L1~ ' ° ' L ~ ~ ~ s anvo~
~ 2 ~ ~ ~ ' ~ ' ° ~ 3 4/23/01
X6 lUOL TOP P~At~ (7 ~ e'~ ~ ~ UJ~T~3,4R ROLI~ZI~IN ~ ~
.oq~, 6?~~L SEA ~J Q ° ~,.o =WU = 1 ~ ~r ~ ~ , ~ V~RIFY LOC,4TION ; ;
4~e (~mW ~ • ' OUGT WOR z c~ ~ <
a;; „ ~ z w vi 1 ~ ~ WITN Bl11LDER ~ o ~ ~ ,
2X~ STUp WALI. 16 OC ~ p ~ 1- I ~ 'P UJITH 2X~ UJOL BOT?OM ~ U z /W~ ~ p--. ~ ' ' ' ' ° ' 'v ~ ° ~ ~ ~
,~,d FI.AT~ AND 2X6 W0~ TOP V~ i y 1 6 p• Q~ p p i ~ i P i ~ ~ i i ~ i i i i
.p..~ I- _ ' 11 '1 • aD ~ UJ{~ r~ 0~ O w ~ a ~ I , PI.A?~ ~LD L tn _ ~ y ~ ~ ~ ~ pc u Q~ U ~ ~ ~ e ~ i ~ i
,ee ROOM FINI6H 51p~ TTp z Z 0 i, i i ,o~ ~ ' ~ ' ' ' CADsca es Inc. „ ~ ~
GS WITH REINFORGING z~~ ~ Q -d. ~ a ~ ~ ~ FOOTIN a,, ~ ~ ~ ~a~ ~ ~
WITH S~C7lON ~ W Z ~ SHALL COMPLY ~ ,u ~ ~ 3 0 , ' , ' ' ~ i i ('.p" x r~'-0" i P , ~ p ~ , , ,
250.5 ~ ----------J o , , 0 OF TNE 2005 N~C. ,,o r~° cRYWa~~ TY~ o~ o ' ~~4 u. Q f-~1 i . ~ V 0 i d ~1 D~ v~ d ~ od v ~ d ~ ~ - ~ w i ' ~ a; JOHN R. FLECK
. q,°, n ix5u~ 2 c~ Z 4 , ~ - u~ - i ~ ~ CR ~o ~ ~ ~ ~ ~ ~ ~ ' ~ 3474 Copthorne Dr.
' ~ I-- J ~ ~ ~ 7'-Ia'~ ,4~OV~ ~ o , .;e, dUm ~ a ~ ~ s~. ° ~ ' ~ ' Galena, Ohio 43021 0 0 o a v o i W8X40 i
. i 0 ~ FODTINCs i a ~ p ~ • ~ ~ ~ • cD ~ _ Wa~ i ~ ~ ~ ~ d p d ~ ~ p~ d ~ d ~ p~ d } ~ ~ ~ ~ ~ ~ ~ ~ ~ { . , , e, °a ~ a ~ . 6, , ~ _ 740-965-5292 ~
,,o ~9MT S~A~ I~ Lr ~ L~ ~ ~ ~ ~ ~ ° ~ ~ , ~ ~ 4 ~ 9 ~ N ~
MASB S7RAPS .g~ ~ , ~ _ , , .d,,, ~ ~ ~ ~ ' ' www.cadscapesinc.com ~ • ~ ~ ~
NOT PERMITTED ,d ~ ~ 4 ~ ~ ~'o~• ; ~ D,' ~ dl i i e i i i~ i ~ ° ~ p i
i i, i i i ~ i i , i _ i i I P I 4 Any dfecreparclee, arcore and/w omlaslory in
i i i , i ~ ° ~ i i ~ o i i I ~ I ~ the rotek dlmanelony andlOr drawln~a coMairred I I on thaee doaments ahall ba bronght to thm
~ p ~ ~ , ~ ~ ~ ~ attentlon 0~ the ~Iatlgngr prior to ih9 ~ ~ eommeneemarrt aF eoneimeilon. Proeeading wlth
~ ~ i a i i Q i ~ d ~ con~imctlon comsR~tee lhg acc9ptance oi I I'~ thene documan~ arr~ any discrepenc~as, errore
I I ry I i L~ - and/or ommlalone become the raepontlblllty of ~ ~ (Q the Bulldlr~ Corrtraciw.
I 4 I r I I ry I IX ~ I L N 0
' I ~ I ~ ~ I I ~ I I f(1 I ~f I IN
i P i ~ ~ ~ ~ i u n N I I ~ ~ II I ~ I
5 - h 10'-5 19 -1 ~ ~ 2WORKINGOAYS ~ ~ 19'-1" 14'-3~" 10~-0" i i i ; i
~ a ~ h ~ ~ ° ~ i i n i L i Y I 4 I "n
~~FO~E YOU D G < - ~ D, ~ I I ~ V
LL FREE SOO-36Z'2764 ; ; CALL TO a 3"X~,58M 5?L RD COL ON 3"X1,~8~ 6T1. RD COL ON ~ 42X42XI2 CONC PAD 36X36XI2 CONC PAD ; a, o' N
OHIO UTILITIES PflaTECTION SEflY1CE ~ ° ' - ~NCL06ED AGG~591~1.~ SPAC~ UNn~R ' a' T~- ~ W-3~5 ~A WAY T7F 5T1' W-2+~5 ~A WAY ?YP
' ' ---C~OLU N STAIRS SHAI.I. +~AVE WAL.L5, l1NpER STAIR ~ ~ GOLUMN ' ' i p i ~ i . i
~ ~ ~ ~ ~ ~ ~ SuRFACES AND ANY SoFFlt9 PROt~CT~D ~ , I I I I i i i i I p i
ON TNE ENCL05ED 51DE WITN 1/2" CsYP6UM i~` ~ W i i sMaKe i i ~ ~ 8k15 ~ WSkl5 ' - ' W10k30 W10k30 ~ i W kl ~ ' W8XI8 i~ i o~1
a0,4RD, ~ r , 6-- - , --r - -r - ~ ~ , , ~ ~ ~ a ~ , ~ ~ _ i i i ~ ' , - i -----------f o ~2~-0~~ ,n ~ ~
. CAR~ON MONOXIp~ D~T~CTORS REQUIR~D ~ 4~ L , cio ~ ~ i i - - , ~ i i ~ ~ L ; ~ ~ ~ . , ~ ~ ~
~AGN FLOOR L~V~1. OUl'S1D~ A? 61.~~PINCs ARF~S ~ D, , ~,m ~ ~ i i ~ r ~ OLT 2k6 WOOp PLATE TO 8EAM8 i~~ i ~1 WITN 1/2° DIA. 60L?8 ~ 24" OC S?AGGERED i t
P~R CITY ORD(NANGE ~ a~ ' n sno'~ 7 i i i i ~ i up ON OPP. 81DE5 OF WEB OR POWER i ~
~ • ~ ~ ~ ~ ~ A~L N~W DWEL.~fNGS SNA~I. 8~ CONSTRUCTED W8X1 _ i _ i__W~jP, i i ~ $f2 pRIYEN fAB?ENERS SAME SPAGING ~ ~ - X4 $TUD TYPICAL, i iX ~
, USING A PQ551VE RADON 5Y5tEM A5 REQUIREp , r - - ; - -0 , ~ ~ - WALL ON i ~ ~ F'~1
~ I els shall DY GOqE 2006 RGO. ' ; ' ' ' ' ' ~ Concrete I nt ~ a ~ - - - ~ ~ ° ~ ~ ~ ~ ro - - wo~ PUar~ UN~INfSN~D , ro
g BA7I~RQOM _ y ` ear 8" min, ea. end~. ; ' ; ~ ~ ~ ~ ~ i • i ~y OP~N - i iN , p , 4 ~ RAII.fNCs - 6~'4s,~i~ 10~-0" i~ i
, i 4 i dl .
i~ i R~u~ ~II~ i ~-L________, i i ~ ~ ~ i z ~ , cv ~1 i ~ I I ~ r"' I • p~ ~d I
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i i ~r`~\ i ~ i a ~i i WSX24 i i WSX24 i i i i - i i-6-- i T i
i c i / i i ~ ~ p ~ ~ ~ , ~ ~ i +
~ ~ fl ~ = ~ ~ ~ ~3A5~M~NT ~ ~ ~ a~ ~c F ~ ~1T ' ~ ~ ~ , ~ ~ Q ~ ~ ~ ~ ~ ~ ~----------,SR ~ d ~
_ ~ a ~ ~ " ` _ _ ~ 4~~ (3500 CA9T-IN-PLAC ) CA9T-IN-PLAG~ CONC 8" Wlp~, 8" I~IGl~, AN i i ~
~ GAi~iST ~Ap9~ ~ ~ ~ PR01~C~~QN j{ ~ ~ ~ , 61.1~~ ON 6MIl. vapCR 0AF NCE ~ a ~ ~ ON 4" CsRAV~L. CONCR~7E Il. VapCR 0AR IER O FD b" p~Et' B~AM POCKET , ~ ~ Q ~L. CONCR~7E 0 ~ , ~
DUBL~N 4RDINA ,n , , PE~ ' ~ ~ i TO 6~ aIR ~NTRAINED l5qa= i ~ i NTRAINED l5qa-'1~). ~ ; ' ; 0 0 ~T~
~ i ~ ~~Of'~ FI.OOR TO 6UMP/DR iD~i R TO 6UMP/DRA N 90+ POW~RV~N7 r i~ i r"'1 ~ i p i
~ ~ WINDOW WEI.1. ~AAD~R: ' ' ~ i , i
. ~ ~ A~L CONTf20L JDINtS, 150L~ N ~ CON8T32l1GTI0N JOIN?3 AND ~L JDINtS, 150LA ION JOfNTS, 0 0 i ~ o ~ ~N JOIN?3 AND NY OTHER ' ° '
I~DD~R RUNGS S~IALL NAVE AN INSIDE I ~ WIDTN OF At L~AST 12", SNALL PROJ~CT ~ p ~ JOINtB iN GONGREt~ S~ABE ~NGREt~ 5~AB5 R 6~TWE~N ~ ~ ~ r-"--"-'-". ' ~
i i i i 5 L. A 6 5 A N D F O U N D A T l O N l ll~ A7 LEA9T 3" FROM TN~ WALL AND SHALI. PROVI ~ CxAl. AR~A ~ ~ ~ ~ ~ FOUNDATlON lllA L5 SNAI.L 6~ c a. v 4 v~•.. o Q, o. Q v'~ o a, v• 4 v,'.. v a. v~° i ~
n WE~I. IF FINISH CsRAbE i° i WSXIS ' ' WBklb ~ ~ S~A~~p WItN A CAU~K OR ; 5P~4C~D NO? MORE t~IAN 18 ON GENT~R , + - - - . _ L . ~ ~ A CAU~K OR 9 LaNT. ~ ~ ~ ~-----------------------------------------------------------r~ ~ i i : _
I NT 15 NICs~1 R TNA 60tTOM , i i fl- i i-$ i V~RTiCA~LY FOR Tµ~ FU~L H~ls OF ?H~ OF WIN OW 51L TY ' a' , , , , 6UMp9 5N,4L1. GOVEREG GOVERED ITI~ A GdBKETED i a i '
WINDOW W~LL ' ' OR 074~ERWISE 6~A~Eq LID, ~ ~ ~E 6~A~Eq LID. ; ° ; ~ a ~ I , I I"'~1 ,
- , ' ~ i a i 4X4 FOUND REG i I I i ~
° "i i l' INIMUM GI.EAR CEILI .J~I CsHT ~ xi i r ~~NT T6" MINIMUM CLEAA CEII,ING H~fGHT i' ~OR Cs~4RACsE DOCR ; i i; ~ I I TRAGK TYp j~ ~i
~ - i ~ REQUIR~ , 6~- " 1V ~R ~EAMS, _aMS, REt~UIR~D, WITH 6'8" UNOER BEAMS. ~ D' ~
~i ~ DUC?5, Csl ~e , 9, ETC. ` ' ` ~ bUCTS, GIRDERS, SOFFITS, ETC., PER ; a; O
Ni i ROVIDE REAWA75 t DR,411~AGE ~ INISN~D C~I~,IN~x. . . _ a ~ ~ a~ AT EACN 5MT WDN WHEN SELOW ~ Q DUH~IN ORDINANCE. ' ' ~
Q i~ i FIKI5HED ADE~(~~RJ-----, ~ p~ i Q i i i i ~ . g ~ o ~ ~ U _ ~ ~ i a~i,
~1 i i i i i _ ~ 4. ~ WSXI ~ ~ W8XI5 , , lU8kl5 ~I
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i i i i i i i P i a; I ~ I I i I I ' I I i p i--- ' o v i' i i P d i ~ ~ i ~ 0 , ~~il li ~ i Q . a~----------------
a RAYEL FILL i p ~ ~ i v i ;i i oo i ~ ~ e p . d . ° o • i ~ ~ i i ~ ~vl ~ I I -
~ B" BELOW SOTTOM i ~ i OF WpN SILL C, ~ ' ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ I I ~ ~
"X16° CAST-fN-PLAC ' ' ' ' _i o ~ ROVIpE DRAW FROM WINDOW ~ ~ ~ a ~ ' I I'
~ ~ ONC FOOTINCs TYP ' a ' - ~ a ' WELL ?0 TIE INTO INTERIOR i~ i i i FDI1Np, pRAIN. INSTALL 2•"4 ~ ~ i A oQ ~a 4~ va ~ . i X ~1 i i i i c i • i i i ~ x~ ~
d e' ~ i i p i _ ~ ii A B O V E T G P O F P I P E A T i i i. , i ~ , p , ~ i i' i 4Uli~ ~i
a ~ i a FDOiINGs, i~ i i 9 i i' 4 i ° ~ ~i ~ 4 ~~,a ~ I~N~XGaVaTED ~ a; i i;
II - ~ O I~ I UN~xCaYAT~p I~ I i I I e i~_ - oLtT_~ th ~ d ~ i I~ i i p I ^ ~ ~ oo~i i~
_ - i i i m i~ i ~ i o i CsRAY~L ~AGKFILL - i' i I I I I ~ I 0 I i; i^ i a i 4° ~4000 LF3) CAST-IN-P~AG~ CONC Q~ i I I; ' ' Sl.aB ON 6MI~ VAPOR BARRIER ~ ~ ~ i ;
I I 1 p I I Q I ~ ~ ~ I I ~ I I ~ i P~ ~ ~ ~ o~ ' ~ ON 4" CzF2AV~1.. CONCR~7E ~ ~
~ • ~ I I I ~ I ~ i~ i i~~ i ?0 aE AIR EN?RAINED (5qo-l~). i I I i ~
~ a~ ~ ~ UN1~E55 SPECIFICALl.Y 9TA?~D OTN~RWI9E, FOUNDATIONS 5~lOWN ON T+~ES~ qRAWiNCsS ' ' ~ ~ ' ~ SLOF~ F~.OOR TO Cs11R DOOR ' I it1 coPriei~NT sooi i o i i i i i ~ ~ ~ a ~ ~I I~ m
NAv~ BEEN OE5(CsNED FOR AN AL~OWA6L~ 501l. B~ARINCs PR~55UR~ OF 15Q0 PSF. i a i i, i i i GONCRE?~ SNA~L HAV~ A MINfMUM OF 28 DAY COMPRESSIV~ STR~NfsNT OF 3500 P51 ' ' ' ' ' ' - ' I I I 4 I ~ ~ All draufng and wrltten mMarlal appsaln~ I I I I ~ ~ haraln canetlw~e tho orlginal and unp~btlohsd I I I i ~ I _ work of GApeeape~, Ine. 1he aana may noe
~XGEP? A5 NOTEp. CONCREtE ~XP09ED TO TN~ WF~T'~ER ,4ND iN A NOf21zONtaL p0$ItION i 5u P w~sEAl. I.~D•F~ELD i; i vE IFY LOCATION i ` o a~~ . v 4 . v a~ i ` • ~ I i I ~ ~ bs copiad, uead, dixloaed, or eanaignad to a ~ ~ a ~ ~ ~ i tho-d party W~tho~4 lna axprese wr~uan coneeM.
IN ?NE FIHAI. STRUGTUR~, INCL.UDiNCs CzdRAGE 51.A~S ,4Np 51D~WALKS, 9NALl. NavE ~ a ~ ~ a i i WI BIJILDER i a ' ~ d i Q, ~ D ~ N d GADeca~ee, inc„ whlch reteira lhe cammon ~ 4 _ I I i i law coKxyight to lhs materlel.
A MINIMUM 28 DAY COMPRE551V~ 9TRENGT~1 OF 4000 F51 AND S~lA~I. CONTAIN ENTRAINED ~ Q ~ , , _ ~ i AIR IN .4CCORDANGE WITF4 TASL~ 3.4.1 ACI 301-84. ~ - ~ - ~ - - fV I 4 I I I
FOUNDATfONS SHA~I. i °a • va ~a . v 4 . oa •o , • v 4 . va ~o , i ~ ~ N I 1 I ~ U-~ ~ ~ ~
NOT 8~ PLAC~D ON FROZ~~I 6ROUND AND 5~lQ~L NOT ALLOWED ?0 FR~~2E. ~ iD i ~ ~;I I; SCALE i~ i i I I i I/4"=I'-0°
D~51GN AS5UM~9: i i Q~~I I~
: 1,500 P9P 501L B~ARfNfs PR~96URE. BOLr 2 TRE TED 51LL PLAiE TO 70P OF POl1RED WAL i e i - ~il li
: A~~, f00TINCsS ,4R~ TO BE 36° (MfNJ WI?N MIN 1/~" IA. BOLtB (15" EMPEDMENT WI?H 2" HOOK) 8" 7HIGK CASt-IN PLACE GONG. WALL S~LOW FINI5I~~D fsRADE A? 4-0 OG A D b FROM ENDS AND 5pLICEB TYP L iD, i ~~;I I;
WI N?6 REBAR ~ 40" OG V£R71CAL a i i ~~.,~N ~oUNp~ lo~l ~ ~ ~ ~ ~ ~ ~
: WA~L D~51CsN A68UME5 SC, MI~, OR L ATE vERT. 8AR5 2" CI.EAR _ F M INSIDE FACE TYP. WALL DE51GN ML-GL SDILS. 8 TNE 4006 RESIDENTIAL CODE OF OHIO a~~ 3N i a i ~~i~ ~i 0~ ~ . ~ xro~l I' ~ oNio al.l. SMOK~ D~ EGTORS SNALI. ~ ~
O 1 LE R404.1,112J INT} INTERGONHEGT p SUCH TNAT THE i, i ~~il li
WN~N U51NCs INT~RIOR DRAINS, PROVIDE W~E}'S ?0 DRAIN ~ Q~• ACTIYATION OF ONE AI.ARM WU.1. i ~ Q, ~
EXTERIOR SiD~ OF FOUND. OR INSrALI. pERfM~T~R qRAINS. AC' AC?UAT~ ALI. TN~ AI.~4RM9. i', ; Q j i I I ~ DATE OI126/Ol
TN~ CENT~R OF EXT~RIOR DRAINS SNAI.1. ~OCAt~D gM~ AT OR R~LOW TµE AR~A TO F~ PRO?~CT~D S~CTION 405 g,q, SMOK~ D~T~G? R8 9HAI.L NAVE BATT RY ~ 0 0~ I I ~ BACK UP, i a ~
i , i Q i i i i ~ i
FIELD SLJPERINTENDANT TO v~RIFT LOCATION 8?P 5?RUCTURAL A AI.Y515 $Y; i i i i p i
' OF fI.OCR DRAIN, WAT~R NEATER, FURNAGE, WR WR BIRD ~ A56 GIA?E5 ; a ; ~ ' ~ `
AND ANT SUBSLAB HA?H PLUM61NCs PRIOR ~ Cs UND UM ING INSTALLAtION 462 7a l1NDER RO FL 6 G01 46251NDIANOI. ' ° ' ~ s ~ m GOLUMBU9,ON 3214 i a~-----------------------------------------------------------~ , i
AND R~5PON61~L~ FOR TN~ SAM~. 614 614•261-0921 ~ ' Va ~o . sr ~ 4 pa ~o . sr ~ 7 4 0 pa ~o . sr ~ 4 pa ~v . ~ 0
SLOFE lsRAD~ AWAY FROM FOUNDATION WA~L ~
A MINIMUM OF 6" WITF~IN THE FIRS? 10 F~ET J ~ SHEET N0,
t~' n" .,u o~~
v -v Y'0 f7'Y
, 1-4° 2T-011 22'-0"
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Oc 2001 GADscapes, Inc, - ALL RIGHtS RESERVED
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i i t A i i ~ i t • i I ~ i I p I ' ' ' ' ' CADsca e~ s, Inc. 1 I ~ I
i Q i i i i i i p i I I ~ ~ I ~ a ~ ~ i i a i i
~ ~ u i u ~ p ~ ~ ~ 6-0 x 5-0 ~ ~ ; ~ ; i3'-9" ~ 'a ; JOHN R. FLECK
a ~ ~ i d Q~ °p . yd ~ • 4. °a °pd ~ ~
i i i ~ ° p ~ ~ o ~ ~ ~ ' ° ' ' ' 3474 Copthorne Dr. ~ ~ ~ p ~
i i . i ~ , ~ ~ R ~ D I ' . ' ' . ' _ _ _ _ _ _ _ _ , Galena Ohio 43021 a ~ ~ ~
~ a ~ ~1-~~~~ Q~Q~/F i 6~ ~ d , p d p~ ~Q . p Q i 1 ~ y ~ > ° D o D ~ o ~ ~ , . , a . . . „ a . p a . . „ d e, a . , a , . . , ~ 740-955-5292
~ ~ FOOTfNCs ~ ' i . , ~ ~ ~ i 4 i
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I ~ I ~ ~ ~ i ~i i~4i i i i p ~ Gny dteuapanc~ee, ercore andrw an~n~on~ ~n
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~ n i i i i i ~ attaMton d Uu deeigner prtor to tha I I commanc9maM of conetructlon Proceadlr~ wllh I p I
I ~ i ~ consU~ctfon cOnetitute~ the aaceptanca of ~ ~ theoe doeumente and eny dlauepancfas, erron
i a ' b ' - ~aS~MEN7 ~ , ~ I L~ end/W pmmlflon~ bBCpma th9 reepo~bfblllLy o( I I~ tho 6ulldfny Conlrector.
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' ° ' ~ ~~pR00M ~ ~ - B~ ~ ~ ~ BQS~M~NT F,4M ROOM ~ IN
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_ i' i l'-D UM GL~4R UM GL~4R ~~+~i~ur RE~IlfRED, WITH 6'8" UNDER BEAMS.
i o ~ R~QUIREO, ~ ~ o, " ~~ER ~~AMS, DUCI'S, GIRDERS, SOFFITS, ~YC., PER ~ ° ' ° ~
, . , pUG , D~RB, 50Ff ~ a ~ - ~ ~ . ~~8, 50FFIT , 'i$~aa ~ ~ ~ - - - - - ~ , ~ ~ DUgLIN ORDINANCE. ' ' ' ° '
~ ~ ~ ~ ~ 1 I I I I N ~ ~ ~ ~ , , ~ ~ ~ o ~
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ACTUAT~ AI.L OF TH~ Al.,4RM5. SMOKE DE?EC?OR5 SNALI. ~lAV~ 8A' 41.,4RM5. ~ I I ~ DATE 41/26/0'1 aALI. ~lAV~ BATTERY ~ , ~
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2-6 x 5'-0 2-6 x 5-0 REViS10NS
2'-6" x B'-0'' 2' 6" x 5' 0" 4 ~ No. Date
~ N I 2/8101
91I X6 WALI. FUI.I. x
hEIGNT p0 NOT - 2 2/2U01 Q SpI.IG~ m 3 d/23/01
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2004 RESiDENTIAL CODE OF ONiO Mo~ Q m TEMP
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DRGP CEII.fNG9. ~ ~ i C. OFENINCs6 ,4ROUND PfPES, DUCT9, FIR£PLACE CF1fMNEY AT ! ' ~ xs ~o ~0 4 CxARaG~ All drewing end wAtien matarlal eppearing p~~JT N) 0 hareln constlWle iha origlnal and unpubllshad
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R~vrstoNs
, ~ ' i No. Date ~
~ ~
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5~-4" 5~~2~~ ~ ~ CADsca~es Inc. 5~-2" b'-2" 4'-4r~" i 20~-~0~4° ; 3~-9i4~~ ~
i i
; ; JOHN R. FLECK
i ~ ~ ~ „ , „ „ , „ ~ ; 3474 Copthorne Dr,
i ~ ~ ' 3'-O" x 2~-O" 6~-O" x i i 6'-o x s-o s'-o x~-o ~ ~ 3'-0" X a'-o" Galena, Oliio 43021
i ~ i 740-965-5292
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i i i f ~ b9 coPiad, u:ed, diecl0aed, w conelynad to a ~ ~ third paAy withou! tha eaprau writien coneer~
i i 14'-0" ~ ~ of CADecapea, Ine., whlch relalne the common 44'-8~" I I laW copyright to ~he ma~erfal. ~ I
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A~1. SMOK~ DETEG SMOK~ DETEGTCRS SHALI. k3E i i
INTERCONNEC?~D ~ AC7IvATION OF OH ;RCONNEC?~D SUCN T~IAI' THE i ' DATE 01I26/01 ~ 'IVATION OF OHE A~ARM Wll.l. i ~
ACTUATE A~L OF TI 'UATE A~L OF TN~ .4~,4RM5, i i
SMOKE DEl'EC10R; ~KE DEl'EC10R5 SNA~L NAVE ~AtTERY ~ ~ i
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J SHEET N0,
A3.0
co 2001 CADscapes, Inc. • ALL RICsHI'8 RESERYED
REVISIONS
No. Date
, ~ , X8 RAKE I 2/S/0~
~ , 1X6 FR~IZ~ TTP 2 2/2~101
_ ~ _ : ~ RIDGEvENT , , ~ , , , . ~ , , RIDGEvENT 3 4l13101
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I ~ I i I ~ I i I ~ 1 _ i _ ~ - I 1 ~ ~ ? ~ ~ ~ • ~ I ~ f ~ 1 I i ?
/ / / / ' I ? I ~ 1 ~ ~ • ~ ?
! i 1 r / i I i / i / i _ i _ i _ i . . ~ i . 12 CADsca e~ s' Inc'
I ~ I I ~ I • ~ ~ ~ I ~ I r ! i I r / i I i ` ~~~~~Q • ~ ' ~ ~ ' 1 ~ I ~ I ~ I ~ I ~ I ~ I
~ . ~ . . . ~ ~ ~ ' / / / / / ; _ Rip~~v~r~r _ _ 10HN R. FLECK
~ - ~ - ~ - - - . . ; ; _ ; STUGGO ; _ ; , ~ , _ , . - ~ , ~ , ~ , , ~ - I I ? ~ ~ ~ ~ ~ ~ ~ 1 / ! ~ ! ~ 1 i 1 i 1 ~ 1 i f i 1 /
i i i i i . I . I ~ I 1 I ~ ~ ~ ~ ~ ~ . ~ ~ ~ , ~ , ~ , ~ , ' , , po~M~R ~a 3474 Copthorne Dr. , , pEYOND Galena, Ohio 43021
, ; _ ; _ ; _ ; . , . , IX TY , , . , , , ~ , ~ , ~ , , , ~ , _ , _ , _ , _ - - - ~ - ' - , ~ ' , - , ~ 740-965-5292
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I ~ I I I I ~ ~ ~ ~
~ ~ I I I I I I I 1 ~ ~ I I 1 I 1 I I I I 1 I I
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O 2001 CADeeapes, Inc. - ALL RIGHtB RP
REVTSiONS
i , , No. pate
8 , ~ , , I 2I8/01
~ ' - ' 2 2/2llQl
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~ ~ ~ ~ ~ ~ ~ ~ . ~ , ~ , ~ , ~ , ~ , , , , , 1X6 FREIZE 7YP
1 i I ~ 1 i 1 i i i I i I I ~ I ~ I ~ I , I ~ i ~ I i I i I i 1 i I i 1 . i • ~ . ~ • ~ . ~ .
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. i ' i ' i , i / i r " ' ' ' ' , : : ; : : ; : : : _ 3474 Coptl~orne Dr,
1 I r I i 1 i 1 i 1 I i 1 i 1~ ~ ~ I ~ I ~ I ~ I ~ I ~ I ~ ~ ' ~ ' s~ucco ' ' ' ' ' ' ' ' ~ ' ~ ' ~ Galena, Ohio 43021 , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~ , ~
~I / 'I ~I / / . • ' • ' ~ ' , ' - ' ~ ' • ' - ' , ' • 740-965-5292
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- - - - - - - - - - ' f l 8 . ~ ~r ~ - . ~ ~ ~ ~ ~ ~ - ~ ! . ~ . - . ~ ~ ~ - . ~ ~ - : . ~ ~ ~ ~ . . = . . . . . ~ . ~ . . ~ r.~ . . ~ . . . ~ - . = = . . ~ . ~ ~ ~ ~ ~ ~ ~ ~ a . -~t . r . _ ~ _ - .y~~ ~ ~
~ ~ _K~ ~ ~ ~ ~ ~ ~ i ~`~===~'==;i~- i i i CULT 6TONE i i ~ ~ , ~ , ~
W/4 T I T OW OGK MI I~I I+ ~ i ~ N NS~ R I. i i ~ I + ~4 ~ ~ , , DATE OII26/01
i i i WQ1'ERTA~I.~ i i I II I I ~ i i II IJ , ,
i i i ~ i ~L _ J~L _ _ J ~ I I I 1 " ~I~ ~ ~ ~I I I 7Ir._ _ I I
' - I I I I I r.~ 7Ir _ oi I I I I I I I~I I I_ I I~I I I I ~
~ ~ I I I I I ~ ~ ~ I I I J~ ~I~ ~ O ~ ~
~ ~ I I I ' I I I I I t~ ? ~j .~1~rr _~j ~ r ~ I I
I I I I I I I I I I ~ I I I I I I I
i I ~ I I I I I I I I I I I
I I ~ I I ~ I 1 I I I I
I I ~ I I i , i SHEET N0,
1"' _'-"'1 a"""""T'"""""""""""" ~ ~ """""""'s*' I I
L-------------------------------------------------L~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~- - - - - - - - - - - - - L- - - - - - - - - - -i'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
REAR ELEVATION
A5,0
i
co 2001 CADscapes, Inc. - ALL RICsHTS RESERVED
. ~ ~ REViS 0 S I C p~ d a p d ~ d~ d ~ ~ p~ d ~ ~ _
i i ~ ~ , ~ No. Date
i ~ i i ; i i 4 i i i
~ ~ ~ ~ 1 2/8/01 ~ ~ ~ ~
~ ~ ~ ~ 2 2/21/Ol ~ ~ ~ ~ ~ ~ ~
' • ' ' o ' 3 4/23/Ol ~ ~ ~ ~ ~ ~ i ° i
~ a ~ ~ ~ ~ o ~ ~
~ ~ i , ~ ~ , i i , ~
~ ~ i ~ ~ a i ~ ~ i i ~
~ i i i i ~ i i ; i
~""'_"_""___"""D"" I I i 4 i i i i i i i
i~ o. ~ a p. e. o' ° i . . i~ i i n i i i i i i ' i i ~ i
~ d ' i i p i i i i i i p i ,o~
I ~ I I ~ I I Q I I I ' ~ ' ' ' CADsca~esz Inc. i i i p i ~ i i i
~ p ~ ~ o ~ ~ , ~ ~ ~ i i i ~ i i a i i i ~ ~ i i i ~ i i , ~
o ,-------2-2~13---------, ~ ~ ~ ' , ' ' , ' JOHN R. FLECK ~ ~ ~ ~
i d d. d ~ p~ d p d ~ i ~ ~ ~ ~ ' ` ' ' ' ' 3474 Coptllorne Dr,
~ ~ ~ ~ i i p i i . i i ~ ~ ~ ~ a ' ' ° ' Galeiia, Ohio 43021
I I i V~ p. d. p d ~ 0. d~• ~ W8 0 ; p~ d pr d~ p d ~ d * ~ + p~ d• D d e ~ ~
I 1 I I ' ' 740-965-5292 I I ~ + p i
I ~ ~ ~ ~ ~ ~ i , i
~ ~ ; . a , ; ~~ww.cadscapesiiic.com ~ ~
~ ~ , - ~ - ,
~ , ~ , ~ ~ ~ ~ ~ ~ I I Any dlecrepanclee, orrore and~or omfaeloro In i 6 i the notae, dimeneione, and/a drem~nge com.ainad
~ a ~ ~ o ~ ~ ~ on these documente ehell be broughi to the ~ attem.lon of tha dae~gnar prtw to tha
~ ~ - ~ , ~ ~ ~ commencemer~ of coro4ucllon, Procaeding with ~ COn!(NGlIOA LOn6414~48! 1~18 BCGB~JldI1L0 Of
. ~ ~ ~ a ~ ~ ~ ~ I ShBEB dOC~rt18hL! dnd 8fy p~llC~f~BflGfB~, B~/0~! I IN and/or ommteione become ~ha reeporalbtllty of
~ ~ ~ ~ ~ i i~( the ewiding corrtracta, N
~ a ~ ~ ~ ~ ~ I IN I I
u ~ ~ ~ ~ ~ I I I I
. ~ ~ ~ I ~ I I I i p i
~ ' ~ i , i i i
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i a i ~ i i n1 i i i i
i i i ~ i ~ _ i d i cv ~ ~ i i i p i
i i _ i ~ i i i - ' ~ ~ i i i
i i i i i i ~ 'i i i i i i i i i
~ WS 18 ~ ~ W IS ~ ~ W10 : ~ i ~ ~ W10 30 i W8 18 li i W IS i~ i _ _ ' ~ ~ - - - ~ ~
~ T ~ - i - - - i~ i i i i i i i i i i i I I I I p I I I I I I
_ i~ i i i i ~ - ~ ~ i i I ~ I I ~ I ~ ~ " " I I
~v ~ , i - ~ i i i i a i ~ ~ I I
. ~ i i ~ - i i i i i i I I ~ u- U- I I ~ I I
i~ i i ~ i i ! I IN ~ ~x ~
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, i a ~ i i i ~ ~ i i i i i ~ i ~ ~ ~ ~ ~ ~
~ ~ ~ ti ~ i ~ i - = - ~ ~ ~ T n ~ , ~
i i X ~ i i • I 1 I ~ ~ " ~ ~ ~ V 1 i ~1 - , ,
I I ~ I i I . ll' ~ ~ N I " i " I O~ d• ~
~ , ~ I r ' I ~ i l . ~ ? ~ / ~ r. I1IG '~~~L~~~" ~ 9 ~ W~~ 4? I I I ~
~ n, ~ X a, ~ - - - - ~Sk 4 ~ WS 24 ; + ; - , - , - , - - T ~
i 4i~ Ai i V ' I 3 4X l/ " M/ PI.U H ~ ~ ~ ' ' ~ ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ ~ ~ ~
U100D I-J015T IN9TaL~A?ION NOT~S ' " r ~ , ~ i~ ii X i N ` " " • I p I I ~ I ~
~ 1. MfN. PF.aRINCs I.~NCsTNS AR~ I I/2" AT EX?~RIGR ~ a' i ~ ~ I I I I
U U U SUPPORT AND 3 1/2" AT INT~RM~qIA7E 6UPPORT, m ~~'~i~+ m, ~ a T~ ~ 0 0 0 I ~ I I ~ I I I ~
AT fN1ERMEpIATE SUPPORT, J019T5 BNAL.L PE ~ ~ CV N N I I I ~ I
' uAILED EACN 61D~ USING (10D) hAIL, IN BOTTOM ' ~ ' , , _ _ _ _ _ _ ~ ~ - ~ ~ H ~ ~ ~ ' , i c~ cn cn FLAN~~. , , , ~ - - I I I ~ I i I ~ I
, ~ p 4 q . ~ ~ . , ~ ~ ~ ' ' ? ? ? O I I
• 2. A? THE ~NDS, J016TS MUST B~ RE9TRAIN~D FROM ~ ' i - N ~ ~ ~ I ~ 1 7 I I
ROTATION. U6~ RfM ~OARD OR aLOGKINCs PAN~LS, i p i - ; ' + S ~ - - - r, r r E- ~l y ~ ~ i ~ " F- Q I " ' " ' I ~
i i~ c~ i i ' i i ~i X 3. TOP AND ~O?TOM FLANGES SNA~L N07 R~ CUT, , _ ~ ~ ~ , ` _ ~ ~ ~ ~ _ . a . ~ ~ 0 i a.v p 4 r v•4 v ..a v Q ~ v° I ' _ ~ ~ ~
NOTCNED OR DRILLED ~XC~PT FOR CUTTINCs t0 ' + u' ~8 ~ ~ - - w - - i ~ ~ fl ~ T- ~ i " - ---------•----,r i ~ ~ ~ ~ ~ i ~ ` I i i i i
1.~NCs?I~. ' ' cD ~ i i c~ i ~ i ~ 4 i i' ~ i i i ~ ~ ~ ~ ~ i t i ~ ~ a ~ ~ ~
~ ~ ~ ~ - ~ ~ ~ ~ 4. CANTI~EV~RS MUST BE LAT~RAI.L1' SIIFPOR?ED WI?{~ ~ ~ ' ~ u. ~q N ~ ~ I 1
TA Y T~4 N A E5T i i~' r ~ -1 t~- ~LOGKIN~S PAN~1.S IN5 I.1.~D 0~R ~ E R ~ ~ ~ ~ I I I~ ~1 ~ ~ I I I~ ~1 ~
5UPP4Rt. ~ ~ ~ X ~ _ ~ - - ~ v , X ~ I ~ I I ~ ~ I
~ ~ ~ m i ! ~ ~ i i I I I 1 ~ ~ ~ ~ ~ ~ ~ ~ I
~ ~ i ~ ~ r' dl 5, APPL.Y GONC~NTRATED ~OADS ONI.Y ON TNE ?OP r ~ ~ f~ANGE. CONCENTRATEp LOApS 6NALL NOT ~E ~ ~ ^ m I I i I ~ I I I~ ~I
~ ~ ~ v SUSP~NDED FROM T+~~ 60?TOM FI.ANG~. ~ a~ I I ~ I I I~ ~ I I I I
I I ~ I 1 I~ ~I I I I I
I T F WITN A UMBING P1P~ i a~ - i ~ i ~ i 6. W N~ N A J O S T I N ~ R ~ R E S P~ ~ , ; Wg 15 ~ ~ W IS ~ ~ ~ THE J015T MAY P~ MOVED UP ?0 3 TO A~LOW v. i i _ i i $ i ' " ' " ~ 1~ I ~l ~ I I I .
PIPINCs. TH~ J01$T9 FLANG£9 6NA~L NOT ~3E NOTCI~ED, ' i ' i " "i T ' i i i i ~ i i ~ . ~ ° ~ ~ ' ° ~ ~I I~ I ~ ~ ~ 1 I ~ 1 ~ i d ~ ~ I' ~
CIJT OR DRIL~ED FOR ANY R~ASON. WE~ OPENINCsS ' ' ' ' ' ' ' ' ~ ~ ~ ~ ~ ~ ~ I I ~ q I 1 I I I I ~ / I 1 I . ~I
ARE PkRMITT~p AS P~R 4~0~~ CUTTINCs. W~4EN MOVINfs ~ ~ - ~ ~ ~ ~ ~ ~ I I ~ ~ / I I I I I I 1 p• I I I I I I
A J015T, CN~GK SU~Fl.OOR TNIGKh~55 WITH COD~ ~ ~ ~ R~QUIREM~NTS WN~I~ JOIS? SPACINCs EkC~~D9 19.1"OG, i' i i i I I ~ ~ I ~ I I I I I I i I I I I I~ I I II
~ ~ ~ ~ ~ ° ~ - ~ I I I Q I I I I I - I I I I I
1, TO TRANSFER l.OADS FROM ASOVE, RIM ~OARpS, i~ i v~0 4• n ~a . i ~ ~ , ~ ~ , ~ I I ~ I I I I I • I I I I I ~ I I ~ 1 I~ ~ I
' BQUASH ~LOCKS OR ~LOGKfNCs PAN~LS .,~IA~L aE , , P , ~ ~ i I I I I I~ I I Q I I I ~ I
- U9E0 FOR EXTERIOR WA1.L5 AND INtER14R ~EaRINCs ' a' ' ' ~ ~ ~ ~ ~ WA1.1.5. 6QUA5N ~I.OCK9 AR~ TO ~E IN FULI. GOHTACT ~ ~ ~ I 1 I a ~ I I I~ I I 1 I~ ~I
. WITH UPPER FLODR AND LOW~R WAI.L PLAtE. SQUA5~4 i 4 i ~ i, i p i I I I ~ I I I ~ p ~ ~ 4 ~ ~I I~
- F3LOCK5 ,4RE TD ~E I/16" NICtN~R TNAN J015T, i~ i o i i' i i i i ~ 0 i , , , ~ ~ ~ ~ ~ ~ ~ ~ o ~ ~ ~ ~ ~
I ' I ~ I I a 1 ~ p 1 I D~ 1 I~ ~ I ~ I I I I I
S. J019?5 5NA1.L NOT BE IN DIREG7 CONTaCT WITN ' ' ' ~ ~ ~ MASONRY OR GOKGRETE. ' ' , ' ' ' I ~ 1 I ~ I I I~ I I
I I ~ I I p I I a I I I ~ I G i o i i a i i I I i coPrRi~ut aooi ~ ~ ~ I c I I I All drming and urltten nM9rfal appearing
9. PROPER 1'~MPORARY BR,4GINCs SHALL BE PU? i i ~ i i i ~ ~ ~ ~ ~ ~ I I ~ I hereln corotllute Lha orlginel a~d unpubllshed ~ I D~ I i ~ I work of CAO~capae, Iro• The eama may not
IN pLAC~ DIIRINCs FLOOR CONS?RUGTION. i a i v ~a 4• v i ~ I ~ ~ ~ ~ ba eop~ed, ueed, dleelo_ed~ or eoneignsd ~o a ~0 . ~ ~ I Q I I I thlyd pMy wllhout kha erprees wrlLten wresn; ~ I Q I I 9 I pf CApecapee, Ine., which retalne iha eommon
i ~ ° ° ° ~ i 10. A~~ BRaGINCx AND DEGKING MuST 0~ IN9TA~L~D ' ' ~ • ~ ~ I I I I I • I I I Im copyrlyhi <0 ih9 mataial.
, PRIOR TO APP~ICATION OF ANY CO1~StRUG?ION LOAp&. , ~ ` ' ' I d I I I I I I 1
i A v ~ . 4 ~a r 4 v ~d i i i I ~ I I~ ~I
OO~ r~~~IIV~ ~J-~~ ~ P~ ~ ~ ~ ~ ~ SCALE i~~ i i I I~ 1/4"=I'-0"
i ' i i~ ~i ~ ~ ~ ~
LIVE I.OAp = 40 PSF iF i c i i~ ~i i i i~ ~i
I I I 1
ALL F~OOR J015T9 ARE II l/8'~ TJI tRUS J015t5 OR EQUAI. SPaG~O li ARE II 1/8'~ TJI 210 i a i ; I I~ 2UA1. 5P~4G~0 16"OG UNO, i~ i i ~ ~ i
ALl. FRAMINCs MAT~RIAI.S ARE "1~ :RIAI.S ARE y26PF WITI~ 1/2" PLY i 4 i i ~ ~ i
SPaC~R 51Z~ A5 NOrEO ON DRAU OrEO ON DRAWINCs. ~i , i i ~ ~ i
AL.I. INr~RIOR I~~ADERS ARE 2-2X~ tN WI UNLE59 NOT~D 0 ER 5~. ~ERB ARE 2-2X4 ~ ~ ~ ~ ~ ~ ERWIS~. D~~ ~ ' I I~ DATE DI126/01
i i i i i • i i~ ~i
WHERE JOIS? SPAN PARALLEL TO i ~ ~ ~ ALLEI. TO ~ a~ i i
fOl1NDAtION WALLS, PROYIDE FULL- )YIDE FULL• i ° i i~ i
~ DEPTN 6LOGKING ~ MAX. 24" OG SEiWESN BAND 30AR0 Ai EkTERIOR 2a" oc ~ p ~ ~ ~ ~ Ai EkTERIOR i i i ~ ~
_ WALL AND THE FIRSi 3 ADJA~ENT SPACEStYP 1DJA~ExT i a i i i i ~ i i ~ i
i , i i i i 4 . i i i
5r~ucruRa~. ar~a~YSis aY: Y518 ~Y: i ~ va . 4 . oQ ~a . v 4 . pa .o . ~ 4 . pa .o ~ i
WR 61RD t ASSOCIATES 4TES
4515 fNpIANOI.A COLUMRUS, ON 43214 SHEET N0. 4
614•261-0921
LS1.0 Oc 2001 CADecapea, Inc. - ALL RIGI+?S RESERVED
3-2X6 3-2X6 3-2X6 3-2Xb REVISIONS
No, pate
-2X6 ~ 1 2/8/0~
p05T X
N 2 2I21/D? N
3 4/23/0~
~9 _
N
N
N
X N
N ~
X N
CADsca~es, Inc.
2-~x6 2-2X6 2-ax6 ~ JOHN R. FLECK
fV x 3474 Copthorne Dr.
:-2X6 3-2XI0 3-~xio 3-~x~ s-~xs 3-2X6 3-~xa N 3-2X6 Galena, Oluo 43021
~ - - - - - - - - - - - - 740-965-5292
~ N ii ii ii ii
_ _ _ _ _ _ _ _ _ _ _ = www.cadscapesinc,com
'
~ ~ I Ary dlecrepancie~, arcon and/a omtse(oro In
I I tha notee, dlmars~one, andla drawinge conlalrsd I on lhe;e dooumen+a ehall bo brougM to the
I I actan~ion or tho daeigner prior to eho I' commenc9marrt of co~wtmcqon. Procead(ng wlth
I ',7 conalwqon conetftulae the acceptanca of ~ ~ theae doeumenie and ary dfeprepaneleq erron
O andla ommleione baeoms ihe reepon:~bllfey of ~ the eullding contraclor.
~ I N N X, c'v
~ ~ m
i
i
~
J ~ ~'2X6 STAIR m ~
N I I.ANOINCs ~
N ~ ~
2-2kt2 2-I 3/4X;11 !8 /L PI.UBN ~ ------ll? 0
~
. ~ = 6'-4~4" 6~ 6~~ 6~-6" 6~-4h" ~
, II ~ i K ~ - , _ _ ~ ~r = ~ X i - - V 1
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c~ \ ~ II ~1 4-2X4 i i 3~2X4 - - ~J n
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a \ III ~ ~II 2-I /4XI " M _2-2k12---- _2•2X6 _ 2-2X6 ~ ?-I /4XI " M D P - - - - - -
~ ~ ~ _ ~ ~
~ N r ~
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n u ~ N f-
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~ N r - - - - - E - - - - - - - - ~ ~ - _ _ _ _ _ ' _ _ _ _ _ _ ~ _ ' - IC - ~ ~ - - - ~
I ~ ~I _
. ~I ~ ii ~ ~ II I I m
4 ~ ~ II ~ ~ r
~ II UJOOD I-J015T INSTALLATIOH NOtEB ; ~ ~ ~ ~ I ry ` I ~ c~n r-~ 6
~ 2. g 2-2X ~ - a - ia ~ ~ ~ ~
i, MIN. 6~4RINCs L~N~STN9 AR~ 1 1/2 AT FJCTERIOR I~ n ~ p o ~ x
5UPPORT ANq 3 1/2 AT IN?ERMEpIA?~ SUPPOR?. I ~ x iQ a a `J ' ~
AT IN1'~RhIEDIA7~ SUPPORT, J019T5 SHA~~ P~ ~ " ry . , NAI~ED FACN 91DE USING 110D~ NAI~ iu BOTTOM J N ~N DR P C ILIN ~IEI NT ~ I"' A6 ~~D p T IS A EA ~ ~
r ~ ~ FLANCsE. ~ ~ I FO M~ IC IA~ ~
~ X ~ I ~ ~
T TN N 5 J015tS MU9T ~E R~STRAINED FROM ~ ~ X a ~ 2. A E~D, ~ m ~ I I X
ROTATION. U5~ RIM ~QaRD OR ~~OGK(NG PAN~l.6. ~ P st i I ~ N Z' J kil /8" F USH 1SH ~ ~ ~ J
3. TOf' aND ~OTTOM F1.ANGE9 SHQ~~ NOT 6~ GUT, m ~¦r X6 ~
NOtCHEp OR ARILL~D ~XC~PT FaR CUTI'INCz TO ~~N~.~µ. 2• ~/4XI ~ FL H 9t
2- 3/4 I 1/ ' M/ Wl 30 ND
2 4. CANTI~~Y~R9 MUST BE I.AtERAl.1.1' SUPPCRT~D WITI~ ~
~ A 5T u. 61.OGKINCs PAt~El.9 INSTA~I.~D OY~R TNE NE RE I ryti I
SUPPOR?. ` ~ F I 2-2X10 I
n ~ 5, APPl.Y CONCENTRA?~D I.OaDS ONLY ON TH~ TOp ~ N
FLANGE. CONG~NTRA7Ep I.OADS 6NaLl. NOt BE X AiS~p FLOOR AR~A X
5U5P~NDED FROM TN~ ~OTTOM FLANCs~. I R T U55 ' Cs RDE R ; 3-2X10 12" 50 S~GOND FLODR ~ ' Cl.Cs NCsT 19 1~-I I/8",4FF ~
6. WHEN A J015T INT~RF~RES WITN A pLUM~INCs PIP~, tw p~Y~9 6Y MFCsR) ~
Ti~E J015T MAY ~E MOV~D llp 70 3" TO ALLOW i i
pIPINfs, TI~E J015?5 F~ANGES SNA~L N01' ~E NOTGN~p, N
GUT OR CRfLLED FOR ANT R~A50N. WE8 OP~NfNCsS ~ X
TTI . WI~ MOVIN~ ~ AR~ P~RMITt~p aS P~R NOI.~ CU NCs ~N ~i A 015T CI~ECK SU~FLOGR TNICKNE58 WITN GOD~ ~ J N~ ~ ° RD X 1.58~ coPrrzisuT sooi
REQUIR~MEN?5 WN~N J015T 6PAC(NCs ~XC~~05 19.2"OC. ~ PIPE COLUMN 7YP OF 3 All ctrmuing and wril~en ma~erial appear~n3
~ i I hereln coneiltute Eha orlg(na1 and unpubliehed work o~ CADeeapee, Ine. Tha eama may not
1. TO TRANSF~R ~OQDS FROM A80VE, RIM SOARDS, n 2-2X12 N ba copiad, usad, dixlosed, u cona~gnad to a - - - thlyd party wllhaut the er,~rese wAtlen conaeid
5QUA5N 6LOCK5 OR BLOGKINCs PANE19 SNAI.L ~ ~ - - - ~ - ~ USED FOR EXTERIOi2 WAL~S AND IN?ERIOR BEARINCs ol GADecapee, Inc., whfch relalN lho common law eopgriyhS to ths met~lal.
WA~~S. 5QUA9N ~~OGKS ARE 70 ~E IN FUL~ CONrAG?
WI7N UPP~R FI.DOR AND LOW~R WALL P1.AT~. SQU,46µ SCALE
6~OCK5 ,4R~ TO 6E 1/16 NICsN~R TNAN J015T. 3•2X6 3-2X6 1/4":I'-0"
8. J015T5 6NAL~ NOT ~E IN DIR~CT GONTACT WITN
MA50NRY OR GONCR~TE ~ r~00~ ~~~~IIY~ ~4-~IV I ~
ro
9, PROP~R ?~MPORARY ~RaCINCs S4~A~L B~ FUt LIVE LOl~D = 40 PSF PSF N ~ m
I~l P1.ACE DURING F~ODR CONSTRUGTION. A~l. LUM6ER Ta S~ N01/N02 5Pl 0~ N01/N02 SPRUC~-PINE-FIR q
10. AL~ ~RACINCs ANp CEGKINCs MU5? SE IN5r,4~LED . r~
PRIOR TO APp~ICATfON OF A~IY CON57RUC?IDN l.0AD5, µ~AD~R JAM~ 5T11D5 - P05? UI ~T11D5 - P05? UNO~R GONCEN?RAl'ED l.0AD5 ; N
FOR WIDTNS UP ?0 5~-0": l2J C ' t0 5'-0": l2J GRIppLES + lU fUI.L N~ICzNT DATE Of/26/Dl
FCR WIDTNS 6R~AT~R TNAN E 2~AT~R TNAN B~-0": (2) CRIPPLES ~(2) ~UI.L N~ICsN?
AI.1. F~OOR J019T9 aR~ 11 1!8" T '9 aR~ 11 1!8" TJI 210
` TRUS J015T9 OR ~QUAL SPACEC ~QUAL SPACED 16"OC UNO.
A~L FRAMING MA?~RIAI.S ARE " 1?~RIAI.S ARE "26PF WITN 1/2" Pl.Y NOTED ON DRAWINCs.
' SPAC~R 51zE A5 NOTED ON DR A1.L It~T~RIOR NEAD~RS AR~ 2-~ ~4D~R8 AR~ 2-2X4
UNLESS NOTEp OTH~RWISE. TH~RWISE.
STRUCTURAI. ANAl.Y515 BY: WR ~IRq E ,4560CIATE9 ~l.Y515 BY: 3•2X6 3-2X6 CIATE9 SIiEET N0,
4525 INDIANOLA
COI.UMIBU9, ON 43214 614-261-0921 3214
S2.0
co 2001 CADecapes, Inc. - ALL RIGH78 RESERYED
2k12 RAFTER 24" OC ~ REViSTONS
~ , ~ ,
LIGNT ~ vENTILATION SCF~~DUL~ ' ~ No. Date
~ 2XI2 RAF?ER 24" OC ~ i 1 2/8/Ol ~ i
ft00M REQb AGTUAL REQ~D AGTIIAL i ; 2 2/2l/Ol
- 1~OOI"~ yQ pT CsLAZINCs SF ~LAZ 5F y~NT 5F YENT 5F t~MP CsLAZING ECsRESS 5F GOMMENtS i 2k12 RAF?~R 24" OC ~ i 3 4/23/01
208 16.64 102.94 832 68.16 CsATHERINCs ROOM , i , ~ ,
MORNINCs RM/Klr b8,69 4 35.99 421 33.68 16.8 i i h ~ ~ d i
' 2k12 RAFt~R 24" OC ~ ~
' fsR~AT ROOM 535 42,8 62.40 21.4 31.36 I ~ I ~ ~ ~ I
w2 9EGT 303.1, ~XC~PT 2 ~EDROOM 201 16.16 12.16 S.OS 12.10 I i 2k12 RAFTER 24" OC r i
i i
, 5.11 3 .l 12,1 SEGROOM 148 11.84 12 6 ~.92 0
SEDROOM •4 SECT 303,1 EXCEf'7 2 ~ 2k12 RAFTER 24" OC N~~(Y ~ CADsca es Inc.
191 15.16 12.16 1.SS 12.10 ~ , i ~ ,
MASTER BEDROOM 34 1.84 54.8 13.92 28.85 N4 51M 5C 8 2 T T4 P N4 51MP50N
t1~8 TYF\ ~ , ri~5 rY ' 2k12 RAF?ER 24" oc , ~ JOHN R, FLECK
DININCs I~'I 14.16 35.52 'i.08 20.2~ ~ , i ' ~ { ~ 3474 Copthoine Dr.
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O 2001 CAD6Cdp86, Inc. - ALL RIGHTS RESERVED
REV1S10NS
No. Date
1 2/8/Ol
z a~avo~
3 4/13/Ol
CADsca es Inc.
JOHN R. FLECK
3474 Copthorne Dr.
R00~ T1~U55E5 Galena, Oliio 43021 740-965-5292
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4' x B' GONCf~T~ Bt~M 1'I~AI'~D 51LL PLA?~ W/ 81LL S~AL.
ANCNOR TO W,41.1. W/ I/1'4 ANCNOR BOL1'S. 5~~ ?'fP WALL
4'xlb'G i 4' x I6' GONGRET~ &TEM S~GrION FOR q~?AILS.
PROVID~ ~LASNINCs AND
~~~J S ~Z~ OG. a~ll~
a I'ROVIp~ , ' Ill~~l'3 s : ~ I'ROVIp~ FLASNINC~ ANp ~°a
a ~ W~~P3 s 32' OC. '
~ . e °
a = , . d • •
, 8' CONC~TE ~qN WALL. ~ ~ , a ; 8 GONCR ;,n,. , 6~~ ?A~1.~ FOR I~INFORGINC~ e 8E~ TA~~i ~ 8' GONCR~?~ ~DN WALL 8' CONGI~?~ ~DN WALL.
a ~ . ' , . . ~ . ; 8E~ TA~~~ FOR REINFORGINCs f~~ ?A~~~ FOR REfNFORGI1~lCs ~
n a u k ;
6' ~ ~AR 6' ~ ~,4R
6' ~ ~AR
ALTERNATE - _ 1 CO RSE U BRI CK LEDG E ALTE
RNATE 2 CO RSE BRICK LE 1 _ ~ 2 BRICK LEDGE 3 TYP JOISTS PARALLEL TO WALL
3/4 -1-0 3 4~~ _ ~ / 0 314~~ _ ~
1x6 ?~AT~q SILL PLAT~ W/ 51LL S~AL.
2x6 tf~A1~q SILL PLA?~ W/ 81LL 9~AL. ANCHG~R ?0 WA~l. W/ I/2'0 ANGNOR 601.?S ,~cNO~ ro wa~~ uu in~a a~cNO~ ao~rs
4' NOMfNAL lOR PER OR 51~Ip30N MASB MUp 51LL aNCNOR3 4' NOM OR 8fMP30N MA~6 MIJp SILL aNCNORS
LOCAL CODEJ CONCRE~ 912' cOG M,4X 4 WITNIN 11' OF GO~lER6 LOCAL COI 4' NOMINAL lOR P~R e lY' OG MAX 1 WITNIN 12' CF GOf~IER& LOCAL CODEJ GONC}~1~ OR ~QI~AL. INSTALL PER MANIJ~ACi~R~R'8
6LA~ OvER vAPOR SARRI~R oR ~c~lAl. INSrALL P~R MANI~AC?l1R~R'3 61.~ OvER vAl 3I.~ OYER VAI'OR BaI~I~R 5I'~CIFfCA?fONS.
ON ~RA1~L ~ILL l4' MIN). SPECIIFICA?IDNS. p~y ~~,qy~~ ON CsRAV~L ~ILL l4' MINI.
. ~ a ; a . FINI6HI~D GRAq~. PROYIpE FI.aBNINCs ANq WE~P3 g 32' OC.
~ ~ SLOP~ AWAY A MINIMIJM
OF b' IN 10 F~~T. ~ ° FINISN~q C~i~,4p~.
~ Q ~ . SLOP~ AWAY A MINIMUM ° ad a OF (7' IN I0 FE~r.
ai ; , ~ . ~ - a ;
C) , ~ N G° ~ ; i u a x a coNC~re ~r~ PRELIMINARY 0
cr; ~ H = 4' x 8' coNCf~t~ StEM CONSTRUCTION ~
~ RICsIA IN6ll~,4?ION a (I- w RIG RIGIp fN5l1l.ATION ~
~ ° a ~ Q . ~ ' w , a ~ ; ~ Q Sheet TiUe: ~y~ e
°j 8 MASONIZI' a ~4 4 8' MA50NRY ~ <
~ ~ ~ ~ ~ ~ `
~ ~ o~ ~Q S" CONCRETE a . ; o Q~
5 ~ : € ~ ~
o ; ~ m
~ ~ F OUNDATION a
ll ~ . DETAILS
l~
~ ~ a' x 16' CONCRETE
' lYP WALK-OUT SECTION FooriwG, coNriNUOUS (MiH). 8' x 16' CONCRETE
~ ~ B
" 3/4" = 1'-0" > /4= P-011
013 YP WALK-OUT SECTION W/ BRICK ~rir~, GONTINIlOIlS (MIN). Sheet Number:
t
,
, ~
t _ ~ ~
M-~- 6eneral Notes: ~ ~
. , , , - a~
* * I.iabilty- I,ou~siana Pac~fic Corporation s Linbi{ty is limited to
~ T R UIR T the products it produces: I.PI I.VL s& I.PT I-Joist. ~ ~
Ali designs related to this/these drawing/drawings are based on plans A
ARI I T R I IAT IAT~ provided by CADscapes Inc to Coppertree Homes ~ ~ f ar Lot 2b3 Ballantr4e, plan date 01/2b/07.
~ ~ ~ ~
P 1 3 I 7 I.oads; Design Loads for this structure are as follows unless otherwise noted, t,~ ~
. . Floor: Live (.oad-40 PSF Dead I.o4d-10 PSF I.oad Quration 104 °/o ~ o
R o o f~ A l l R o o f L o o d s a r e a s s u m e d t o b e t r a n s f e r e d t o t h e f o u n d a t~ o n o r s t e e l b e a m s. ~ ~ Roof ~ I.ive I.oad-25 PSF Dead Load-20 PSF (.oad durution 115 % ~
3 00 3.
Dimensions: All dimensions are based on the architectural plans provided for
ib° o.c. this design as noted a6ove, The 6eneral Contr4ctor is respons~ble for verifing nll ~ c~
U 5 T R IS OT S 0 , 'E~ dimensions and for notifying the (,P Supplier of any changes, ~n writing, pr~or to delivery, ~ W
- ,
~ ~ All En ineered Waod Products described in this/these layouts must be ~
9 I.ouisiani Pacific Corporation manufactured products .
~z~ For detailed handling and instaNation instructions refer to the l,P Handling and znstallation 6uide. ~ ~ o z
w
All 'oist h4n gers on this/these plan/ plans must be installed as per the Simpson Stron~ 1`ie Q ~
~ P r o d u c~ F n f o r m a t i o n 6 u i d e. A l l n a i f h o l e s i n a l l j o i s t a n d a l l b e a m h a n~ge r s m u s t 6 e f i l l e d w ~ t h n a i l s ~ ~ W
~ ~ c o r r e c t f o r s i z e] a s s p e c ~ f i e d ~ n t h e S ~ m p s o n S t r o n g T i e P r o d u c t I n f o r m a t i a n 6 u i d e,
~ ~~nn ~ ~o~
l ~
~ ~ ~ - ~ ' ~ ~ ~ ~ ~ ~ .I , , ~ ~ ~ ~ ~ ~ ~ N N 9' /4 /34 1 pg ~QTES ~ Louislana• Paciflc
/
~ LV~. ~~NN~C°T~~N NorE~~~ TNE FRAMIN6 CONTRACTOR TS
Q lJIY~~~~ 6.
RESPONSIBI.E FOR LOCATIN~ JOTST TO
3 ROW~ 3 ROWS OF 3" X.131" NAi1.5 AUOID MECHANICAI, RUNS. JOISTS MAY 8E -
! C 12" C 12" OC-91/2" ~ 117/8" MOVEO UP TO 21/2" TYPTCAl, TNROU~NOUT, ,
4 ROW: 4 ROWS 0~ 3" X.131" NAILS
61 tMt @ 12 @ 12" OC-14" d~ DEEPER
a t tr ~ ~ 9~~ ttt • DRIVE NAI,F THE I : NAI,F THE NAIl,S FROM ~ACN FAC~ PLACE
~ t 4Y' , NAIl.S NO CLOSEE i NO CLOSER THAN 2" FROM THE LVL ED~E ~
~ ~
I N o ~ ~
Btii lYt B11Q lYl
~ [?I PLr l21 PlY ~
~ 1314"1111111" 1314"l(11111" q!.P Solid Start Rin ~ ' 1,~E 11' 1.9E 11' Solid Start Rim Board B2 Squash Blacks at Use double squash 83 ~,PI Blocking at Interior Support ~ ~ ~ ~ Interior Supports blocks as ~
~ s . , Fasten rim board to each specified.5q~xish"-~ ~ ~
~ floor I-Joist usirg one 8d Blocking panels may be blocks must be cut ~ ~ box ~ail per flange required with shear walls 1/ib° taller than ~ ~ '~l
~ • - CI ~ I-7oist. Z~c4 min, Blocking is required ~ ~ l~j v
w. ~ a when I-Joists end at 1~j ~ ~j ~ support: either ~ ~ ~
butting or lapping ~ U
~ c~ ~ ° Same depth Stagger ~ ~
~ N B104 LML ~ ~ a ~ ] l21 Pti ~ ns I-joist 8d or SOd box nails ~
~ ~J 13I4'Nt1Ui ~ ~ ~ ~ 1.lE i' ~ to avoid a ~ splitting
- ? - i
. ~ ~ Bearing Wall
~ ~ xN i aligned under wall 5TH AVENUE LUMBER
~ a J ~ ~0~ M li3 8d a 8d at 6"o.c, toe-nailed above 479 E. 5TH AVENtJE PO AOX 8498
~ ~ ~ 131 P ~ ~ fron ~ 1 I,4"11 ll{ N from outside of building, ~ ~ See Note ~ Beoring wall aligned Toe nail Sd or lOd #6 below COLU~SBUS, OH. 43201
N ~ 2~ 1.9E 8' ~ under wall nbove box nnil to plate (814) 294-4823
~ ~ N ~ ~2 Post loads 'ost loads ~3 Hanger Detail 'P6 Floor Beum rop mount hangers FAX (814) 294-4732
r 0 Web Filler (Flush teiling} recommended
~ ~ ~ ~ ~ 8e sure to check web SHEET; fillerrequirementsfor ~ A ~
j ` ` ~ mM hangers.
~ U 1J - - ~ oer~;
I - n ' az/zo/o7
~ ,
, 1 ~
~ LO'C ~63 DALLANTRAE
~ ~
~ ziia a 0 Filler Block REVI -034507
~ ~ ii Verity ca~acity See I-JoisT Filler Schedule LPI rim joist, rim board
~ ~ ~ ~ i~ nnd fastening for filler block and web blocking panels or eQual scaL6;
~.s ~ Squash blocks required ~ I / / ~ re uirements of filler sizes Check stiffener / Filler to prevent beam from ~ ~sh blocks required under aN post londs q requirements depending on rotating, = 1~ ~
hangers and ~ connectors load and hanger type D~~ ~Y•
II
PAUL LOCASCIO
\V
R~YISliD 03/05/07 PdqL
REYISED DATE INITIALS
REVIS~D
DATE INITIALS
I Desi ned B: Paul Locascio - Fifth Avenue Lumber
9 Y TYPE Q1Y. SERIES DEPTH I.ENGTH r~-~ ~
° N/A TYPE 1Y, SERIES DEPTN LENCTH N/A TYPE ~ Q . I-JOIST 8 L?I20Plus 117/8" 48' ~i ~
4' - I•JOIST 2 LPI20Pius 117/8" 2' - I-JOIST ~ .
- I-JOIST 1 l.PI24PIus 117/8° 4'
- I-JOIST 1 I.PI20PIus 117/8" 6' N/A TYPE TYPE QTY. SERIES DEPTN FROM ~
- I-JOIST 3 LPI 20PIus 117/8" 8' - I-JOIST BL~ I-JOIST BLOCK 22 I.PI 20Plus 1~ 7/8 DROP
- - - . 11 8° t0' ~ Z-JOIST 7 LPT 2QPIus 7/ ~
- I-JOIST 4 LPI20Pius 117/8" 12' N/A TYPE TYPE QTY, SERIES DEPTH LEN6TH CJ
- I-JOIST 15 LPI20PIus 117/8" 14' - RIM - - RIM 25 11/8" Solid Start 117/8" 12' ~ ~
- 1 PI20PIus 117/8" lb' I-JOIST L ~
I - I-JOIST 3 LPI20PIus 117/8" 18' N/A lYPE lYPE QTY. DIMENSIONS GRADE LEN6TH** ~ ~
- I- OIST I (.PI 20PIus 117/8" 20' - 6ANG•LAM l J GANG•LAM (,VI. BEaM 2 Multi-PI i 3I4" X ii 7/8" 1.9E 8' ~
I . - I-JOIST b I.PI 20PIus 117/8° 22' - GANG-I.AM l GAN6-I.AM LVL BEAM 4 Multi-PI 1314" X 117/S" 1.9E 10'
• I-JOIST 1 I.PI 20Plus 117/8" 24' - GANG-LAM l GANG-LAM LVI, BEAM 2 Multi-PI 13/4" X 117/8" 1.9E 22' ~ ~
" - I-JOIST 3 LPI 20PIus 117/8" 2b' - GANG-l.AM l GaNG-LAM ~V~ BEaM 2 Multi-PI i 3/4° X ii 7/8~~ i.9E 42' ~
GANG-LaM LVI. BEaM 3 Multi-PI i 3/4" X ii 7l8" i,9E i7' ~
- I- OIST 5 LPI 20PIus 117/8" 30' - 6AN6-LAM l I J ,
- I-JOIST 6 I.PI20PIus 117/8" 34' ~
~ - I-JQIST i I.PI20DIus 117/8" 3b' N/A 7YPE 7YPE QTY. SERIES MANUFACTURER N/A ~
I • I-JOIST 2 LPI20PIus 117/8" 42' - NAN6ER NAN6ER 2 HHU5410 Sim son - c~
I _ r_T~1TCT 1F I DT 9f1D6ie 11 7/A" dd' . t~lAl~('.,FR UAt~f'..FR 9 TTT'~11 AA Simnsnn - V" 4~
- L-V V~V +v ly+ a ' ` ~ , . . ~ ~ . . • I . i ~ ~ ~ ~
I - I-JOIST 5 LPI 20PIus ii 7/8" 46' • w~1
- I-JOIST 6 LPI20PIus 117/8" 48' **Multi- I beam I I Iti-ply beam ply's are added to multi-ply quantity. ~
~
~
.
V
- - - ~ ~.1"
MINI U B ~ M v~UM BEARIN~ ~LVL C~NN C~~N ~ w
~ ~ ~
T R UIR REQUIREMENT * uNl~~ss 0~`H~RWI~~ N~~`~D ~ ~
3ROWSOF3"X.131"NAII.S
N B ARI I ' NG N INTERMIDIATE ~ ia~~ oc-~ liz~~ a~ ii ~is~~ ~ Q
4 R O WS O F 3" X, 1 3 1" NATLS
PI 1 " l. 75 . 1. ~ 5~~ 3, 5~~ @ 1 2" O G 1 4° & O E E P E R ~ w
D RI V E HA L F T H E N A I I, S F R O M E A C N F A C E P I, A C E
~ ~ ~ NAIl,S NO CLOSER `f~IAN 2" FROM THE LVL ~DGE - ~
3 " 00 . 3.00 3.5 ~ ~
~
U 55 OT R I THERWISE NOTED ~ ~ z ~ ~ PB NoTEs ~Q Louisiorw-Pocific ~ a~ w
~ NOT~~~~ ~jir ~ c~ ~•1 ~ v~
_ THE FRAMIN6 CONTRACTOR IS ~ ~ ~ ~ ~ .
RESPONSIBL~ FOR LOCATING JOTST TO ~QQQ~ Louisinna-Pactflc AVOIO MECHANICAL RUNS, JOISTS MAY BE ~ w
GN NorEs ~ ~t~.
~oR GEN~Ra~ ~ ~EN~Ra~ NoTEs MOVEO UP TO 21/2" TYPICAl. THROU6HOUT. C~ ~
AND ADOTTIO~ ~DOTTIONAI. !.P c~ ~ ~ ~
D~TAIl.S S~E SH) 5 S~E SH~ET SA1 ~ o o~°
zaa
5~G0~1~ ~LD01~ ~~~1V -
~~l ZO ~LCJS JOl5T5
S~f~G~1~ ~ 16" OG -
. Oesigne B ~ Pau l.ocascio 'aul l,ocascio - Fifth Avenue l.umber ~
~ ~ N A TYP QTY. S~RIES DEPTH I.ENGTH ~ ~ ~
r
- I-JOIST ST 1 LPI20PIus 117/8" 6' ~a ~ ~
- I-JOIST 0 ST 12 LPI20PIus 117/8" 8' ~
• I-JOIST ST 4 (,PI20PIus 117/8" 14' O~ ~ ~
~ i ~ ~ ~ ~
, a - I-JOIST i6 o,c. -fl B2i21,lYtl~Pty ST 6 tPI20Plus 117/8" 16' a~ ~
I ~ 1314 N11lli" _ I-JOIST ~.~E r ST 17 I.PI20PIus 117/8" 18' ~ a~ ;
' ~ r~ ~ - I-JOIST r ST 10 l,PI20Plus 117/8" 2p' ~ ~ ; U '
. ~ rr ii,s I i - T ~ I-~OIS
W ST 6 l.PI20PIus 117/8" 22' ~ fi ~ ~ ~ U
_ ~r [ I~
° a N/A TYP~ QTY. SERIES DEPTN FROM U ~
~ _ - T-JOIST 81.OCK 5T 81.OCK 17 LPI 20PIus 117/8" DROP ~
a .
~ T W~ o N
s~ ~ ~ 8, N/A TYPE ~ a ii i,~ r~ QTY, SERI~S DEPTN (.ENGTH 5TH AVENUE LUMBER
r~ U - RIM 12 i 1/8" Solid Start 117/8~~ 12~ 479 E, 5TH AYENUL~ P0 B4X 8498
~U n il ~ ~ COLUMBUS, OH, 43201
Nu
0° fl p i N/A TYPk ~ ~ B211 tYl QTY. OIMENSIONS 6RAD~ I.ENGTH** FAX (614)~294a4732 '
~ ~ 2~6 [r I ~~Plr . - GANG-LAM LVL BE -LAM LVL BEAM 1 13/4" X 117/8" 1,9E 5' i
1 ~14 Xit1/1 314 111 " ; t. 27 ; 1.9E ~t - GAN6-LAM LVI, B~ -LAM LVI, B~AM 2 13/4" X 117/8" 1.9~ 19' S~E~r'
B 8 t ~ ~ ~ BYI lYt B 1 l ~
' 1 14" tIl 13I ]ftt i - 6A • A is~ xttt NG I. M I.Vi, BE 0 . E 9' xM f,9 9' E 1 •I.AM I.VI, BEAM 2 Multi-Ply 13/4" X 117/8" 1,9~ 4' "~A~ 'I
~ ~ ~ G - 6AN6-I.A VL BE t , 0 ML ~ -I.AM LVL BEAM 2 Multi-Ply 13/4" X 117/8" 1,9E 7' °"rg: a2~i J~d~ I
N ~ ~ - GANG•I.AM I.Vl. B~ ~ ~ ~ •I.AM I.Vl. B~AM 2 Multi•PI 13/4" X 117/8" 1.9~ 11' (
m ~ ' m~ ~ ; ~ - 6AN6-I.AM l.Vl. BE
~ IN i -I.AM l.Vl. BEAM 2 Multi-PI 13/4" X 117/8" 1,9E 17' ~
~ - 6ANG-I.AM LVI. BE x ; -I.AM LVI. BEAM 4 lNulti-Ply 13/4" X 117/8" 1.9E 22 ~ LOT 2fi3 DALI,AN~`I~AE ~
/8' ~ Q
Q ~ C ` ' ~ x; p ~ N/A TYPE QTY. SERIES MANUFACTURER N/A
~ ~ scra,s:
- ~ ~ „ - HANGER ~ HU m B 5l ER 1 NU51,81/10 Simpson - 1/~" = 1'--4"
3 31 P~r - NAN6ER ER 2 HHU5414 Simpson -
' - ~ HL ~0 131 1(11 ~ , _ - - E ~ - HANGER DRAAN BY: ER 19 TTT311,88 Simpson ' PAUL LOCASCIO
e7~a ~n s~~Et ~~P?r ~ ero~~~a - HANGER
13I4 11111Ii 1.8E 4' ~ ER 3 IUT312 Simpson -
REVISBD
**Multi- I I ' ~ beam s are ;am I's are added to multi-pl quantity, DATS INI'PIALS
REVtSED
DATE [NiTIALS
f$TfEt BFA Rensgn
I B~ OTNE63 Cl Cantilever Oetail DA'CE II~I'TIAI~S
No reinforcement required ~
APA-rated 3/4"
OSB (or equal ' ~ ciosure, or as ~
required by cod ~ ~ ~
.
~
r
~ ~ ~
i ~
~ ~
C~ , .
p J , ~
Full de th I- oist ~
LYI., or OSB Rim ~ ~ ~ : blocking p~ ~ ~ I
~ ~ ' , ~
~ ~ ~ ; j
I ~ ' ~ I
C~ ' i
~ `
~ ~
~ 1 . ~
~ ~
~ ~ ~ ~
. . . a:~ . . -
,
REV~sroNS -
~ No. Dats ~
1 2/8/Ol
2 Z/11/Ol
CADsca e~ s~ Inc.
JOHN R. FLECK
3474 Copthome Dr.
~ooF TRUSg~S Galena, Ohio 430~ 1
740-965-5292
w~~w.cadscapesinc.coln
ROOF BHINGI.ES OVER
~15 F~~T pAP~R OVER
V l b° 08~ BHEATHING ~'~°.°n°^~~~, U'e nota~. dle~eulon~, andlo~ drdwln onulred
IUIPLY GLIP on t}w_sa documepCi eh911 ba'crou~ the attanuon or tha qedgner prta"to
- ; - comRSrcarcaM of oonetmctlqry~RPre~qdlr,~ w~th conetn.celon cory'tlt~~~te~ ~:a aecept~nce of
iNSU~.arior~ ~,aFF~~ b;;ao~°;oN~ 6 ~dh;;~p~y~'~@~~&yof WITN I A1~2 vPACE ~h~ duildmg ccriJSra'~r~tor. t 4,J
IX8 FASCIA OY~R ` '
2X6 SU~FASGIA 30 CLCs ~
INSULATION
1/2° DRYWAL~ ;;'j 3/8 R3 PLY IUITH 2
GON7. YENT U1A~LS/GEILINCx ~ ~
13 IUALL INSUL lUl6 MI~ '
YISQU~EN R19 2k6 STUD WA~I. ' '
iX6 fR~IZ~ 60AR ~ ~ (!i ;
' ~ STUD IUA~I. 16"OC
~ W/D~1. TOP f'LATE aND ~ ~ ~ ,
BGI. BOTTOM PLAT~ A~ ~r' ; .
/4" T1Cs SU~FLOOR ~ STIJGCO GLUED ~ NAILED
. ~
1'~%S" I~JDIST B~E~~~~ ' ~
1116" 058 " FRAMING Pl.ANB ;
lllA~~ SH~,4THIN ~ : FOR SPACING T~
. V1
t ~ . ~ ~ ~ ~ ~ :
. a p , ' ~
~ ± ~
• Y ` 1 , O~ ~ ~ + 2" DFZ1'WALL . ; ~ ; ; iy?~:: ~
, ~"1 ~
, ~ ~ K~~~
--~'"`~X4 STUD IUA~L 16"OC ~ ~ ~
lU/D~L TOP P~ATE ~t ~
3CsL SOTTOM fi'LAT~
QIB~D NEEL ~ ~ ~
uei~ur ou
~aa~~ rRUSS~s ~ a ~ f2i3 IN5ll1. W16 MIL v15QUE~N (T~
r'¦¦1
as~-o~~ ~ '
i~~~~ 5~~~~ i~~~~ i~ /16" 05B WALL SHEATHINCs ~
b/
~4 /4" TtC~ SU~FLOOR j' 1
GLUED 1 NAII.ED V ,
,
y ~
~m ~ l/8" I-JDI3T SE~ FLOOR ' i
Q~ ~ FRAMINC~ PLANS FOR SPACINCs ,
i ~ P~pR00M 2 _ R30 ~ i~ 'i
CV ry + i
a - , Q - ~I~F1LG
~ ' ~ = . --zxa rR~ar~v ~~aT~ ~ Q ~~~~I~II I :
~ _ ~ _ ~
" OE~P Q r . - ' ° 12" ANCNOR ~Ol.t EM~EDDED
~p COFF~R o 4 I= I II II=~: P~ 15~ DE~P SPAGEp 4' OC AND
GLCs ~ ~ _ _ , 12 FROM ~AGN C0~2NER coPYR~s:;r ~oo,
-I ~ II _ All d~ufng and uv~ltsn v~r.~rl~l appeafn~ ~ - ` a, POUR~I~ GONCR~T~ W,4~1. re~ei~ ~a,s~~<~t `i~~, o<<gi~i e~a ~~~y iia,ad , ~'I ( work a cADeca e~, Inc. tha carcs ra na i ~
~ ' R13 ~ - 5== ~ _ ~ _ n~N~NC~ 0 = ~ ' 4~ ba coplad, wad, d'ecloemd, n con~~grod w a SEE A?TAGN~D P1.AN FOR IUAI.L ~~y W~,h,~ ~.,x~e„ W,~~t,~ ~,n„M I
a ir~ ~ 5=_, ~ 5u?. y~ ~ ~ , y Q r r ~ s_,, r
. ~ O ~ 5 ~ N r ' R281N5UI. r I-_ 4' ~ R~fNFORC~MEN7 ~9 ~':o u;:WRa`.~;e~.~~, ~ra ~o~~~ ~
~ r -:i - 1~ 5- I~: 'a~ ~ At~RPR00FINCs SCALE ~
0 i N 5':f ~ I
~ :1 - I I= I~-: ~ a~ 1/4".I'-0" II1
i
~ . - D`° ---~"~RAY~I. BACKFII.L I
a - i a° `t ~ _ !I • ~ '
" Q ~ • ^ ~ m r + ~~~u ' a GAuT-IN-p~,4C~ GONGR~TE i
~ m .ti i. • SL~B OVER 6 MI~ v16QU~EN =I1 i.l. . N D 1
. ~ ~r _',f q, V2" Plp~ AT 6~OC ANn
: a° ~ ~AS~M~NT a; ~v o~l d 4 = I I=~'.~i+'~ a ~2~~ FROM EACH ~cORN~R DATE OV26101
r p~ 5=: ; ~ ~ ~ 5::~ = I I'~'~F 'QIf COV~R PIP~ U1! 15 F~LT
e - ~ 5=_~ X8 LANDIMICs _ TYP
a~ 5==~ 16" OG 1TP ' ~ ~ . ~I~ w~~ Ji Ji Ji J
~ r s: . Q ' ~ ~ p;°~ o _ =I~~~~I~~1
d~ N 5::1 4~ ii. i ~ i ~ qcc!
1 ~ ~s ~ ~ I =IIII~°--= UND DRAIN
' e N = I =
--8x16 GONCRE?~ FDOtING
SHEET ~'0. ; f
A "1" 1~ I~'` A I I I 1 A I I n C ~"~'1' I/11. I ' I
L'•--~1 L.te] ~ ~ ~ t.~.f-~r~.. uu,~-~r~.a.. v~c.,• ~ ~ v '
eEDRODM 4
- attlG tRU55 N.T.S.
S
S4,0
co 2001 GAOscapea, Inc, - ALL RIGH?b RE6ERVED