07200939 Permit FileCITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to certify that 1I
described below and a
ADDRESS: ?0Gl 1_?,89e-51V s Ce,3vV?7
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NO.: 7-.2DO9'.3/' "
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CITY OF DUBLIN
Division of Engineering
DO NOT REMOVE THIS SHEET FROM SITE
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Faac: 614/761-6506
PLEASE PRINT ALL INFORMATION
Applicant: ??I???,y??G?,S? Company:
Site
G(No Violations/Inspection Approved U Violataons/Disapproved
? 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)
Comments:
? Approved For Conditional Occupancy
?10. Adjust Manhole to grade (Sanitary/Storm)
? 11. Rebuild Manhole Throat (Sanitary/Storm)
(Ord. 59-74, Sec. 51.04)
?12. Irnpraper Grading
(Ord'. 7-75, Sec. 150.040)
?13. Clean Street/Clean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
(O.R.C. 723.011)
?14. Adjust Watch Valve to Grade
(Mainline/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
L117. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector: Date:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
(Provide Detail Plot Plan of Lot) /
Lot No: 3 "T ri Application No: 1?',?004*q ± SubcliviSipn: va11dIl1+-LC4p
Re-Inspection: ? Approved ? Disapproved ? Conditional
?
?
4
?
?
?.
' 5750 Chandler Court
Westerville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
EYO
+H.?Y+
15% ?
N
2428-07-S
Order No.
CERTIFIED TO ??SONIO 115 TITI-E COUNTY OF `QANKJ-IN
LENDER MIr P.B. I02 pG. L OR./D.B. PG.
REV 7'28-08
BUYER pOHpEp SCALE 1" = 20DATE 2-26-08 DRN Kl? CH SJN
M,,0N5C0UP,1' WAY 50'
? 933.00 2' SInIEWALK
933,00 95,00' EAS?MENT
-- -------------------- ---------- ------ ------------ -------
-932 50'
,
932,60
, 26,0'
,
,
,
; - ---------------------- --------- ------- --- 934.80 --; 932.10 ppop
' 93480 ' ?32.30 EX.
25' PILbG, LWE 20.7' 1
? ? xx
,
? ; 933.10 PpOP.
i f pOf'0`?b ; 933.10 Ex.
? bplV? O ;
?
931, 70 f'Wf'.
? n i ? 931.90 rX.
O ?? i COV?f'Ei7 CONCI,'?iE ;
X /'"I
X 574
932.10 rI?01'?
- ? O 6.0' 932 90 ?,X.
O
?
I STOpY NOUSE
? ' ? ; 93130 PpOp.
; 93? 5a ?x.
6061
? \S?
? ? ? ? ? 3I,5' 1 32.3oppop
? - ' 932.50 EX.
Z 0 17,T i
10,8 939,80 I
S?C, 3 934.60 ;
- ?--------------------------------- ------------------?
r------------ --------------- --- ------------------
? 10' FASEMENT ?
30' NO PUll.n ZONE ? z z
?
?
120.00'
931.20
We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas prepared in accordance with Chapter 4733-38, Ohio
Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administrative Code. This plat is prepared for mortgage
loan and tide purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any putposes.
THIS PROPERTY IS LOCATED IN
STEVEN ?
FLOOD ZONE X • H01, •_
COMMUNITY PANEL 39049C ° 731 ?
?
PAGE 0I06-6/ OIOB-G DATE 8-2-95 B
Y
11111'IS)U\ UF 4In SCIID'1'fE\111s[1 111)d14:S.1\C.
3 Easfon Oval
Suite 240
Columbus, Ohio 43219
(614) 418-8800 • Fax:(614)418-8889
September 24, 2007
Mr. Brian O'Reilly
Showcase Division
M/I Schottenstein Homes, Inc.
3 Easton Oval, Suite 240
Columbus, OH 43219
RE: BT 375
Columbia
Brian:
Please note the following framing revisions for the above referenced project:
, The (2) 1'/a"x11 7/8" LVL rafter above the breakfast area may be revised to an 11 '/." deep
member to inatch the 2x12 rafters in this area. If the 11 7/8" LVL was installed it may be ripped
down to an 11 '/" depth.
It is my understanding the LVL header across the breakfast room was cut short of the Living
room bearing wall. Solid LVL fill may be provided in this wall to serve as a tedger with a
"Simpson- HU412" hanger to support the shortened LVL. Verify that each side of the ledger is
posted down to the floor deck.
Another LPI floor joist should be installed below this area to support the loads above.
Please call should you have any questions, or if additional information is required:.
Sincerely,
` r
?
ffrey Pierce r**JEFFREY
rchitect Cc: John Toppari John Blazer/File ?
A
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date o- ?'
Application No. 0" 1•QW 1-_? 9
APPLICATION FOR ELECTRICAL PERMIT
Job Address (QC)0 9Af0N5(QQJWAy Parcel No
Subdivision kr. 10,YtiPA t Lot No. ,-? ?_
Owner Name S ?O w ? a's 'P 00 /q 'PS Telephone /% _ o " 6D
Contractor Name?` `e5 Pp fiSr- r_'`eC Itl C Telephone
Contractor Address 7 e ? Dublin Registration No. 16 ??
ResidentiaL
5 q 00 *_ f
New Sq. Ft. AlterationlAddition Sq. Ft.
d?
Temporary Service $40.00..........................................................................................................................
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft or fractiQn thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fractian thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temparary Service $60.00 .............:............................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes a6ove, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $ a aa
JOB DESCRIPTION
0 ?
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of qpid laws.
Signature of licensed contractor or homeowner
Division of Building Standards
Date: 1/1/2001
CITY OF DUBLIN
- Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200939 Date 1/08/08
Revision number . . . . . . . 1
Property Address ...... 6061 BARONSCOURT WY
Parcel Number: 274-000971
Alternate Address: BALLANTRAE 3 #375
Tenant nbr, name ...... SQ FT 5400
Application type description RES SINGLE FAMILY DETACHED
Property owner ....... M/I HOMES OF CENTRAL OHIO,LLC
Contractor . . . . . . . . . M/I HOMES/SHOWCASE
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 220.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 7/06/08
Qty Unit Charge Per Extension
BASE FEE 40.00
9.00 20.0000 RES ELECTRICAL SERVICE 180.00
----------------------------------------------------------------------------
Special Notes and Comments
Missing 8' ADA ramp and 8' bikepath along Shier-Rings Road.
Please field verify location of both.
Missing end of service elevation and 18' easement drawn
incorrectly.
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
, • Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200939 Date 1/08/08
Revision number . . . . . . . 1
----------------------------------------------------------------------------
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
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
DIMENSIONAL SHINGLES REQUIRED.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 220.00 .00 .00 220.00
Plan Check Total .00 .00 .00 .00
Grand Total 220.00 .00 .00 220.00
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 No. `J? ' ?QQ 1 ? ?
Date ? I ? ? /o-7 tKew ? Remodel(..21Kesidential ? 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 C, WAf
Subdivision/Project Name
Owner's Name Sk °`A-' CA k- kA C>?''`
Contractor's Name C.C_ V,f v>r-?c... ; ?' r- ?, r? ?,,"",?,? c..._
j
Contractor's Address F)A? W
Dublin Registrz
Parcel No
Lot No
.?7 1—
Telephone
Telephone ?-L 6 ""O
on Number 0 `7 " ( 7
Does the sewer discharge into an individual sewage disposal system or sanitary seuver? SA^',?? y
How far distant from any dwelling, well or cistem is the sewage tank? N 0'
QJ?
What is the size of the main drain? L4 " Of what mat+erials do the vent pipes consist?
Of what material does the house drain consist? p i?
"INDICATE NAME OF CERTIFIED BACKFLOW TES7ER
This form must be properly filled out and retumed to the nffice of the Ciry of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the following basis:
WATER TANK REPLACEMENT FEE $35.00
RESIDENTIAL COMMERCIAL
Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00
a'1 Number of remaining fxtures X$10.00 =$ d-!0• Number of remaining fixtures X$12.00 =$ -
Total Inspection Fee ..................................................... $ 3-20- Total Inspection Fee ....................................................$ _
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qty. Qty. Qty.
Air Admittance Valve 3
*Backflow Preventers
Bath Tubs ?.
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains
Garage Catch Basin
Garbage Disposal ?
Gas Water Heater r
Electric Water Heater I
Interceptor
Kitchen Sink
Lavatories
Mop Sinks
Outside Faucets
Roof Drains
Rough-in Openings for Future
Showers I
Sterilizers
Trap Primer
Urinal
Wash Fountain
Washing Machine ?
Water Closets
Water Lines
Water Storage Tank
Other
Division of Building Standards
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number
Revision number .
Property Address
Parcel Number:
Alternate Address:
Tenant nbr name
. . . . . 07-00200939
Date 9/24/07
. . . . . 1
. . . . . 6061 BARONSCOURT WY
274-000971
BALLANTRAE 3 #375
, . . . . . . SQ FT 5400
Application type description RES SINGLE FAMILY DETACHED
Property owner ....... M/I HOMES OF CENTRAL OHIO,LLC
Contractor . . . . . . . . . M/I HOMES/SHOWCASE
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 320.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/18/10
Qty Unit Charge Per Extension
BASE FEE 50.00
27.00 10.0000 EA RES PLUMBING >1 FIXTURE 270.00
----------------------------------------------------------------------------
Special Notes and Comments
Missing 8' ADA ramp and 8' bikepath along Shier-Rings Road.
Please field verify location of both.
Missing end of service elevation and 18' easement drawn
incorrectly.
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
Page 2
Application Number ..... 07-00200939 Date 9/24/07
Revision number . . . . . . . 1
----------------------------------------------------------------------------
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
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
DIMENSIONAL SHINGLES 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
Application Number: 7, Zdb 15j
SURVEYOR
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
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)).
Proaertv Owner:
Subdivision:
Lot Number:
Address:
SHOWCASE HOMES
BALLANTRAE SECTION 3
375
6061 BARONSCOURT WAY
Approved Foundation Elevation
Actual Top of Foundation
Professional Seal:
935.8 Feet above mean sea level.
936.00 Feet above mean sea level.
Signature of Surveyor:
9/4/2007
Date
This form is to be completed prior to the foundation inspection and must be made available on-site with
the approved prints.
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 . .... 07-00200939 Date 8/06/07
Revision number . . . . . . . 1
Property Address .. .... 6061 BARONSCOURT WY
Parcel Number: 274-000971
Alternate Address: BALLANTRAE 3 #375
Tenant nbr, name .. .... SQ FT 5400
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner ... .... M/I HOMES OF CENTRAL OHIO,LLC
Contractor . . . . . . . . . M/I HOMES/SHOWCASE
----------------------
----------
--------------------------
Permit . . . . . . ------------------
RESIDENTIAL BUILDING PERMIT
Additional desc . .
Permit Fee .... 500.00 Plan Check Fee .. .00
Issue Date . . . . Qj,(p , Q-4 Valuation . . . . 0
Expiration Date . . 2/02/08
Qty Unit Charge Per Extension
BASE FEE 140.00
9.00 40.0000 RES BLDG PLAN REVIEW
------ 360.00
----------
--------------------------
Permit ...... ----------------------------------
RES HEATING, VENTILATING, A.C.
Additional desc . .
Permit Fee .... 230.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/02/08
Qty Unit Charge Per Extension
BASE FEE 50.00
9.00 20.0000 RES HVAC
---------- 180.00
-----------
--------------------------
Permit ...... -----------------------------
LOW VOLTAGE ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 130.00 Plan Check Fee .. .00
Issue Date . . . Valuation . . . . 0
Expiration Date . . 2/02/08
Qty Unit Charge Per Extension
BASE FEE 40.00
9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00
--
----
--------------------------
Permit . . . . . . ---------------------------------------
GAS LINE PERMIT ----
-
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/02/08
Qty Unit Charge Per Extension
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
, Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200939 Date 8/06/07
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 . . 2/02/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
Missing 8' ADA ramp and 8' bikepath along Shier-Rings Road.
Please field verify location of both.
Missing end of service elevation and 18' easement drawn
incorrectly.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear.yards.
Screen ALL Mechanical Units & Service Structures to top of
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
, Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
' Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 07-00200939 Date 8/06/07
Revision number . . . . . . . 1
------------------------------------
Special Notes and Comments ----------------------- -----------------
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410- 4600
POST LIGHT at DRIVEWAY with PHOTO CELL REQUIRED.
DIMENSIONAL SHINGLES REQUIRED.
------
-----------------
------------------------------------
Other Fees . . . . . . . . . -----------------
RES BLDG INSPECTION 510.00
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 2530.00 .00 .00 2530.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5704.00 .00 .00 5704.00
Grand Total 8234.00 .00 .00 8234.00
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 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Fax: 614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant: ffia Aoftir's Company:
Site: coDc2 ? ? ?8pa0 5&Li? W??
(Provide Detail Plot Plan of Lot) f
Lot No: S15 Applicatian No; ?? ??9?1? Subdivision:
? No Violations/Inspection Apprcaveti ?
? 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)
is/Disapproved Cl Approved For Conditional Occupancy
?fi0. Adjust Manhoie to grade (Sanitary/Storm)
? 11. Rebuild Manhole 7hroat (Sanitary/Storm)
(fJrd. 59-74, Sec. 51.04)
?12. Improper Grading
(Ord. 7-75, Sec. 150.040)
?13. Cte8n StreetfClean Sidewalk
(th'd. 7-75, SeC. 150.039(J))
(O.R.C.723.011)
?14. Adjust Watch Valve to Grade
(Mainline/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As BuilY" 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: Date:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
? APPLICATION FOR BUILDING PERMIT
? • This form is provided by the Building Industry Association of Ohio as a public service.
THE Builders PERMIT NUMBER C) -4 • 2.OP93 9
Issued in Ohio Under Authority of RVX40
Auditors Taxing District 274 Parcel Number 000971
Address of Property 6061 BARONSCOURT WAY
Subdivision BALLANTRAE 3 Lot 375
?s 42' Applicants Name John Blazer Phone Number (614) 418-8831
0?
Email Address jblazer@showcasehomes.com Fax Number (614) 418-8889
?? Owner's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831
R
??? '
DBA: Showcase Homes
? d ?
s
?=
? ?°
Address
3 Easton Oval #240 Columbus, Ohio 43219
Designer's Name M/I Homes of Central Ohio, LLC Phone Number (641) 418-8831
a.'gio? ? DBA: Showcase Homes
ts, ?
'< ?R'
Address
3 Easton Oval #240 Columbus, Ohio 43219
Builder's Name M/I Homes of Central Ohio, LLC Phone Number (614) 418-8831
DBA: Showcase Homes
; Address 3 Easton Oval #240 Columbus, Ohio 43219
Builder's ID 4533
'fype of Improvement New One-Family Residential Improvement Cost $250,000.00
F> ? Number of Bedrooms 3 Heating Fuel Natural Gas Number of Gas Appliances 5
Number of Baths 2 full 1 half
Building Height 27
Building
Unfinished Basement
Finished Basement
Lower Level
1 st Floor
2nd Floor
3rd Floor
Other
Gazage
Deck/Screened In Porch
Gross Square Feet
Building Area at Ground Level
Living Area
Excavator
Plumbing
Electric
HVAC
Fireplace
Sewage Disposal
Water Supply
2200,8,S " Lot Area
0 Total % Occupied by Structure
0 Front Setback
2370J3 Rear Setback
0 Right Setback
0 Left Setback
0
668 Lot Width at Building Line
0 / Zoning District
5238
3077 Existing Use of Property
2370 Flood Plain
T.icPnse Niimher
License Number
License Number
License Number
License Number
** This section only to be filled out if required by Jurisdiction.
1'he owner of this building and undersigned, do hereby covenant and agree to comply with all the laws of the
State of Ohio and the ordinances of this jurisdicdon, pertaining to building and buildings, and to construct the
proposed building or stsucture or make the pmposed change or alteration in accordance with the plans and
specifications submitted herewith, and certify that the information and statements given on this application,
drawings and specifications are to th e knowl e and correct.
Signature of Applican _ , ,
17,688
17.40%
26.0'
44.33'
48.33'
12.0'
120.0'
PDR
VACArIT LOT
[] YES E NO
Per Unit
Public Garage Type Attached
Public Number Car Gazage 3
Zoning
Z:ill
3 Easton Oval
Suite 240
Columbus, Ohio 43219
(614) 418-8800 9 Fax: (614) 418-8889
January 30, 2008
Mr. Brian O'Reilly
Showcase Division
M/I Schottenstein Homes, Inc.
3 Easton Oval, Suite 240
Columbus, OH 43219
RE: BT 375
Columbia
Brian:
??? ?0 737
:;
It is my understanding the (3) 1 3/4"xl l 7/8" hip ridge beam over the great room for the above
referenced project was installed with a bird's mouth cut over the 18" LVL beam above the
kitchen area. The bird's mouth (approximately 5" each leg) leaves a shear area equivalent to a(3)
1 34"X / 14" L V L.
I have reviewed the loads in this area and have determined the LVL with bird's mouth cut at the
bearing point is adequate.
Please let me know if you need any additional information.
Sincerely,
rey Pierce
eign Architect
Cc: John Toppari
John Blazer/File
0?" ?
' S
? AFFR? "
PIERCE
8m
, ??
O 7- o20 0 Q'3 '
RESPONSE ELECTRIC
P H O N E/FAX 276-8228
PANELSCHEDULE
BRKR POS DESCRIPTION DESCRIPTION
2999 SWITZER AVE
COLUMBUS, OHIO 43219
POS BRKR
40-AMP 1 220V 220V 2 30-AMP
2-POLE 3 WALL OVEN DRYER 4 2-POLE
40-AMP 5 AIR 220V 6 30-AMP
2-POLE 7 CONDITIONER COOKTOP 8 2-POLE
9 SPARE SPARE 10
11 SPARE SPARE 12
20-AMP 13 DINING ROOM FAMILY ROOM 14 20-AMP
20-AMP 15 DINETTE WASHER 16 20-AMP
20-AMP 17 MICROWAVE REFRIGERATOR 18 20-AMP
20-AMP 19 KITCHEN GFI BATH GFI 20 20-AMP
20-AMP 21 KITCHEN GFI WHIRLPOOL 22 20-AMP
15-AMP 23 FURNACE DISPOSAL 24 15-AMP
15-AMP 25 SUMP PUMP DISHWASHER 26 15-AMP
15-AMP 27 GARAGE GFI GDO OUTLET 28 15-AMP
15-AMP 29 SECURITY OUTLET GDO OUTLET 30 15-AMP
15-AMP 31 LIGHTING LIGHTING 32 15-AMP
15-AMP 33 LIGHTING LIGHTING 34 15-AMP
15-AMP 35 LIGHTING LIGHTING 36 15-AMP
15-AMP 37 LIGHTING LIGHTING 38 15-AMP
15-AMP 39 LIGHTING/SMOKEDET LIGHTING 40 15-AMP
LOAD CALCULATION SHEET
2370 SQUARE FOOT @ 3 VA PER FOOT
2 GARAGE DOOR OPENERS-1500VA
4 SMALL APPLIANCE CIRCUITS
2 LAUNDRY CIRCUITS-1500 VA
SUMP PUMP 1500VA
110V FURNACE -1500 VA
REFRIGERATOR-1500 VA
WHIRLPOOL-1500 VA
DISPOSAL-1500 VA
DISHWASHER -1500 VA
-1500 VA
GENERAL LIGHTING LOAD
1ST 10 KVA @ 100 % OF LOAD VALUE
REMAINING LOAD @ 40°Io 18110
220V COOKTOP
220V WALL OVEN
HEAT PUMP/AIR CONDTTIONING
TOTAL LOAD
42044 VA / 240 VOLTS 175.1833333 AMPS
7110
3000
6000
3000
1500
1500
1500
1500
1500
1500
28110
10000 VA
7244 VA
8000 VA
8000 VA
8800 VA
42044 VA
200 AMP SERVICE
D 7•,Z a o4?3 Q
7/,2 s/a7
/2oe
7NTERNATIONAL ENERGI' CODE COMPLIANCE ADDENDUDt
DA'I'E: 1 /3/200G
FROM: COR\ERSTONEENEItGY
RE: DUCT INSULATIOV N UNCONDIT[ONED ARFJIS
We have communicated with Dublin Building Department and the municipality has
explained to us they will Ue enforcing ductwork outside the conditioned envelope to
be insulated at R-8 starting immediately. Please attach this page to your current
IECC's for code submittals.
Un con d.i ti on ed Du cts:
- All ductwork locatcd oucsidc thc condicioncd building cnvclopc will bc insuLitcd ro R-8.
?
Co t?ne
Ener r i rvitee
Chris Patterson
Estimator
Encrgy Star Rater
O ffice: G 14351-1439 Ext. 228
Fax: 614-351-6650
Nextel: G14-554-8G44 13G*41*G831
Email: chris.patterson@nstalled.net
mm
Fbundat1ons4ErergU-
caMraef rolepA »rc bmouaa us
ENERGY CODE INSPECTION CHECKLIST
Date: June 15, 2005
Rating No.: `""Home Modeled Worse Case***
Building Name: Columbia Rating Org.: Foundations 4 Ene?gy
Ownees Name: Columbia Homeowner Phone No.: 614-891-4900
properly various Rater's Name: Chris Patterson
Address: various, OH Raters No.: 06-02
Buitder's Name: Showcase Homes
Weather Site: Delaware, OH Rating Type: Based On Plans
File Name: Columbia Sunroom.blg Rating Date:
Conditioned Area (sq ft); 4666
Conditioned Volume (cubic ft): 37853
tnsulated Shell Area (sq ft): 8385
The items below will be inspected for energy code certificatlon. Any deviation from these speciftcafions should be
brought ta the atterrtion of Chris Patterson, as soon as possible to assure that the project will stitl compiy
with energy code requiremerrts.
Ceilings:
(] 1. Attic: R30 Attc (2x4 24oc) (1900 s.#.)
R-19.0 coMinuous insulation, R-11.0 cavity insula6on.
Name: Main Installation Quality: P A G Face / Inset
Commentsll..ocation
[ 1 2. Vaulted: R30 Vault (2x4 24oc) (433 s.f.)
R-19.0 corrtinuous insulatian, R-11.0 cavity insulation.
Name: Vaulted Installation Quality: P A G Face / Inset
Comments/Loca6on
Above-Graae walls:
[ J '!. Wall: R13 (2x416oc) (1531 s.f.), 8etween condfioned space and ambient
R-0.0 continuous insulaation, R-13.0 cavity insulat+on.
Name: 1st12nd Flr Installation (]uality: P A G Face / Inset
Comments/Location
REMIRate - Residential Energy Analysis and Rating Software v11.41
7hls information does not constituie any warraniy of energy cost or savings.
0 1985-2004 Architeclural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
Cofumbia
Page 2
[] 2. Wall: R13 (2x416oc) (187 s.f.), Beiween conditioned spaoe and garage
R 0.0 continuaus insulation, R-13.0 cavity insulation.
Name: Buffered Instaltation Quality: P A G Face / Inset
ComrnentslLocation
VYindows and Slcylights:
Window-to-Wall Area Ratio: 0.35
[ J 1. Window: U-0.36 SHG-0.43 (90 s.f., East), U-Value: 0.360, SHGC: 0.430
For windows without labeled U-factors, describe features:
Name: Frorrt Orientation: East
Comments/Lvcation
[] 2. Window: U-0.36 SHG-0.43 (33 s.f., North), U-Value: 0.360, SHGC; 0.430
For windows without labeled U-factors, describe features:
Name: Right Orientation: North
Comments/Location
[] 3. Window: U-0.36 SHG-0.43 (403 s.f., West), U-Value: 0.360, SHGC: 0.430
For windows without labeled U-factors, describe features:
Name: Rear Orientation: West
Comments/Location
[] 4. Window: U-0.36 SHG-0.43 {52 s.f., South}, U-Value: 0.380, SHGC: 0.430
For windows without labeled U-factors, describe features:
Name: Left Orientation: South
Commentsli.ocation
[ J 5. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value_ 0.500, SHGC: 0.500
For windows without iabefed U-factors, describe features:
Name: Bsmt Orientatian: North
Comments/Location
[] 6. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500
For windows without labeled U-factors, describe features:
REM/Rate - Residential Energy Analysis and Rating Soitware v11.49
Thfs information does not constitute any warranly of energy cost or savings.
0 1985-2004 ArchiteCtural Energy CarporaUon, Baulder, Colorado.
ENERGY CODE INSPEC710N CHECKLIST
Colurnbia
Page 3
Name: Bsmt Orientation: South
Comments/Location
[] 7. Skylight: U-0.36 SHG-0.43 (18 s.f.), U-Value: 0.360, SHGC: 0.430
For skyligMs without labeled U-factors, describe features:
Name: Skylight Orientation: North
Comments/Location
Doors:
[] 1. Door. Steel-urth w/brlc (22 s.f.), R-Value 4.4
Comments/Location
[] 2. Door: Steet-urth w/bric (19 s.f.), R-Value 4.4
Comments/Location
Foundation Watls:
[] 1. Wall: R5 86 GrdeDown (1644 s.f.), Between conditioned space and ambierit/ground
R-0.0 interior continuous insulation, R-0.0 interiar cavity insulaaon, R-5.0 exterior insulation.
Name: Basement Installation Quality: P A G Face / Inset
Comments/Locafion
[] 2. Wall: R5 86 GrdeDown (183 s.f.), Betvveen condifioned space and garageJground
R-0.0 interiar continuous insulaaon, R-0.0 interior cavity insulation, R-5.0 exterior insulation.
Name: Bsmt. Buffer Installation Quality: P A G Face / Inset
Comments/Location
Slab Floors:
{ ] 1. Slab: Uninsulated (2333 s.f.)
R-0.0 perirrteter insulation, R-0.4 under slab insulation.
Name: Basement Installation Quality: P A G Face / Inset
Comments/Location
Rim and Band Joists:
REM/Rate - Resldential Ener+gy Analysis and Rating Software v11.41
This Information does not cnnstitute any warcanty of energy cost or savings.
0 1985-2004 Archkecturel Energy Corporatlon, Boulder, Colorado.
ENERGY CODE INSPECTiON CHECKLIST
Columbia
Page 4
{] 1_ Joist: 1sU2nd Ftr (157 s.f.), Betwesn cQnditioned space and ambient
R 4.0 continuous insulation, R-43.0 cavity insulation.
Name: 1st/2nd Flr Installation Quality: P A G Face / Inset
Comments/Location
[] 2. Joist: 1st/2nd Buff {17 s.f.}, Between conditioned space and garage
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: 1st12nd Buff Installafion Quality: P A G Face / Inset
CommentstLocation
Mechanical Equipment:
[] 1. Heating: Fuel-fired air distribution, Natural gas, 94.1 AFUE.
Make and Model Number.
[] 2. Cooling: Air conditioner, Electric, 10.0 SEER.
Maks and Model Number.
[] 3. Water Heating: Conventional, Natural gas, 4.63 EF.
Make and Model Number.
Air Leakage Control:
[] Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[] Recesssd lights must be type IC rated and installed with no penetrations; ar, installed inside an
appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" dearance from
insulation.
Vapor Retarder:
[] Required on the wamrin-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identiflcation:
[] Materials and equipment must be identified so that compliance can be determined.
[] Manufacturer manuals for all installecf heating and cooling equipment and service water heating
equipment must be provided.
[] Insulation R-values and gfazing U-factors must be clearly marked on the building plans or
specificat+ons.
REMIRate - Residential Energy Analysts and Rating Software v11.41
This intormation does not constitute any warranty of energy cosl or savings.
0 1985-2004 Archftectural Energy Corporetion, Boulder, Colorado.
ENERGY CODE INSPECTfON CHECKLIST
Columbia
Page 5
Duct Insulation:
[] Ducts in conditioned bassment must be insulated to R-0.0.
[] Ducts in conditioned basement must be insufated to R-0.0.
[] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil
faang installed between sheathing and ducts.
Duct Construction:
(] AI{ ducts must be sealed with mastic and fibraus backing tape. Pressure-sensitive tape may be used
for flbrous ducts. Duct tape is not permitted.
[ J The HVAC system must provide a means for balancing air and water systems.
Temperature Controts:
[] Thermostats are fequired for each separate HVAC system. A manual or automatic means to
partially restrict or shut aff the heating and/or cooling input to each zone or floor shall be provided.
[ ] Programmable Thermostat
Circulating Hot Waber Systems:
[] Insulate circulating hot water pipes to the levels in Table 1.
Heating and Cooling Piping Insulation:
[] HVAC piping conveying fluids above 120 °F or chifled fluids below 55 °F must be insulated to the
tevels in Table 2.
Table 1: Minimum Insulafion Thickness for Circulating Hot Water Pipes.
lnsutation Thickness in Inches bv Pioe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2,0" Over 2"
170-180 0.5 1.0 1.5 2.0
144-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulafion Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in fnches by Pipe Sizes
Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2,0
Low Temperatur+e 120-200 0.5 1.0 1.0 1,5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled water, Refrigerant, 40-55 0.5 0.5 0.75 1.0 .
and Brine Below 40 1.0 1.0 1.5 1.5
REM1Rate - Residential Energy Analysis and Rating Software v11.41
This informatlon does not constitute any warranty oi energy cost or savings.
0 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE tNSPECTION CHECKLIST
Colurnbia Page 6
NOTES
REMIRate - Residerrtial Energy Analysis and Rating Sofrware v11.41
This informatfon does not constitute any warranty of energy cosl or savings.
0 1995-2004 Archftectural Enargy Corporation, Boulder, Colorado.
2004 IECC ANNUAL ENERGY COST COMPLIANCE
Date: June 15, 2005 Rating No.: *''Home Modeled Worse Case`
Building Name: Columbia Rating Org.: Foundations 4 Energy
Owners Name: Columbia Homeowner Phone No.: 614-8914900
Property various Rater's Name: Chris Pafterson
Address: various, OH Rater's No.: 06r02
Builder's Name: Showcase Homes
Weather Site: Delaware, OH Rating Type: Based On Plans
File Narne: Columbia Sunroom.blg Rating Date:
Mnual Energy Cost
2004 IECC As Designed
Headng: 1039 841
Cooling: 178 166
Water Heating: 296 252
Lights & Appliances: 398 400
Photovoltaics: 0 0
Service Charge: 102 102
Total: 2012 1761 "
This home MEE7S the annual energy cost requirements in aa?;ordance with Section 404 of the 2004
Irrtemational Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses
the requirements by 15.6%.
' DesiBn energy cost is based on the foUowing systems:
Heating: Fue!-fired air distribution, 50.0 kBtuh, 94.1 AFUE.
Cooling: Air conditfoner, 36.0 kBtuh, 10_0 SEER.
Water Heatfng: Cornentional, Gas, 0.63 EF.
Window-to-Wall Area Ratio: 0.35
Blower door test: Htg: 0.35 Clg: 0.18 ACHnat
In accordance with IECC, building inputs, such as setpolnts, infiltration rates, and window shading may have been
changed prior to calCUlating annual energy cost. Furthermore, the standard refsrence design HVAC system
efflcfencfes are set to the "prevailing federal minimum standards" as of November, 2004. These standards are
subject to change, and software updates should be obtained perfodicaliy to ensure the compliance calculatlons
reflect curreni federal minlmum standards.
REMIRate - Residential Energy Anafysis and Rating Software v11.47
This intormation does not constitute any warranty of energy cost or savings.
0 7985-2004 Architectural Energy Corporation, Boulder, Cotorado.
--P'08l2007 11:15 614-241-2080 EDWARDS PAGE 02
,Architectutal Review Committe Plan Approval Nolification
Lot Number. 375 Section: 3 Date: 6/8/07
Address: 6061 Baxonscouct Wa
Builder; Shawcase Homes
Plans for the above referenced Lot have been reviewed by the Ballantrae ArcbuitecturaX
Review Committee for compliance with:
¦ Architectutal Aiversiiy Standard
¦ Extcrior Materisls Usage
¦ Front Yaxd. Set Back Requisemeats
¦ Site Plan Requiremeuts
Plans are approved as submitted for the above refexenced elements.
¦ No Further Approvals R.equired
0 Additional A,pprovals Reyuued as Follows:
Approval Certified by:
Charles P. Dniscoll, Membex
Plans teviewed by Arclutectural Revxew Coxramittee mesnbe=s
¦,DeberaL Ru,cik-Goodwin, EdwYrrda Golf Caunrnwiides, L,CC ¦ Garry Bir4Arc6lcea, Bird? Horik and Ae9ociates
D PererBdwards, Ldwsrds GalfCortunuaNes, LLC O KerryBecd, LaadecapeAtchirec; M.yers Scbwsienber9cr
¦ Chcvlre P. Ddacag Edwerlds 09/f Coaunrialdes, LLC (3 1ldicbwel.Fier, f..sndsc2pe Mcl?irecr, Bird Xouk & Aasadarea
0 B,rasn %nr janea, Anchitect
par,E r3RseL-6dial Go[f CoMrattaety
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' CITY OF DUBLIN
Division of Buiiding Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
3?5.BT
RECElVED Revision Application -
?.
Fi?=J 2 9 2008
?"...D!NG DiViSION
1)',' OF DUQLIN
Revislon Fee $
Application Number _ M-2CO9,
Address _ &O(o ( nV_?
Reason for Revision prUP ?? PwJtt?Ep ?-?
IN _bN6E':?'M?? - -
"Note: All revisions must be clearlv highlighted or clouded
40 on all the revised plans and plot plans.**
Contact Name ??.? ??7c?-
Contact Phone Number _?O«
For offtce use only
Revision is #o be reviewed by:
Building Division
Planningl2oning Division
Engineering Division
lwiajor Revision
Minor Revision
Suppiemental Information
Updated 8-23-04
?57 0 handler Court
Westerville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
ORDER NO
4-?EYO
? _P
0.7
?H ?1Y*
4. Q-
G I N V, ti
FoR S_N_OWCASE HOMES HOUSE STYLE CnLUMBIA SPEC.
LoTisuBDivisioN 375 BALLANTRAE SECTION 3? cirY oF DUBLIN
SCALE'1" = 20' ? PB. 102 ? PG. 47 ? DATE 05.2I.07 DRN. N CK. CO.OF FRANKL.IN
FLOODZONE X ? COMM. PANEL 39049C ? PaGE 0106G/0108G ? DATE 08.02.95 ?
MINIMdMS R:25'
S. 71' "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-112 INCH
DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION
WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE.
PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY Sadpp An MN?MN U?
THE CITY OF DUBLIN PRIOR TO INSTALLATION." ??t.iC R.O. .
CALL PlANNN WY1S10N
' 6061 BARONSCOURT WAY 50'
EX. 12" W.M.
24" S'TM:
?
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APPROVED AS NOTED < CI';"Y QF QUBL.1N, OH10
BUILDER TO MAINTAIN J NOTE BUILDERS TO PROVIDE ????? 2' 5??
EROSION CONTROL TREE PROTECTION DURING ALL PLOT PLAN
??????„?T^ We hereby certify that the foregoing PLOT PLAN was prepared fi•om
P H A S E i?N. information pmvided by the Client and data obtained from Engineered
? r? ? Subdivision Plan. This Plot Plan is to be used by the Client for the sole
SQUARE FOOTAGE DATA GRADE ELEVATIONS SNOWN ON PurpoSe ofabtahiing a buuaing permit. Theuse ofcne Plot Plan fo= any
?i ,
FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY TH IS PLOT PLAN ARE TH E other putpose is strictly prolubited ? i??i
LoT 17; 688.0 w,?K 1002.0 „ „ .
RESULT OF AN AS BUILT SURVEY
SrEVEN
HOUSE 3O7 /.0 Soo COV. 17,754.0 PERFORMED ON -? H *-
DRNE 1128.0 LoTcov. 17.40°/a ? 7313 ;
APPROACH 197.0 1 Aj., A -
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/t /s !M rospons.btlry ot the Ecrthwork Conlroetor
l0 9rodo lto pod.r to on s/swtion 2.0' Dsbw rnisl?sd
QAids o, d?* hov.rs unMss d"nvlsd br !ho o+r»ar
Orivewvy .tbpes oro not to excss4 B.X
C/TY OF DUBL/N, ONlO
STREET, STORM AND WA TER /MPRD tiEMENT
FOR
BALLAN TRAE
sECr?oN 3
SCALE.• 1 s50' December 18, 2002
EYANS, MECNW.4RT, H.4M6LETDN dr 77L rON, INC.
/`n?l!`/ll T1Al.'? CIi^la/CCGf' I. f%Id/f'?n?eP
20
22
m REV.
~ D SCHEDULE L MBIA IN OW OU W C E ISSUE DATE:
• GENERAL STRUCTURAL NQTES ~ ~ ~ ~ ~ ro~. ~ ~ ~ RLL BRTHROOM EXHRUST FRNS TO VENT TO THE OUTSIDE STRUCTURAL MEMBERS RRE CRLCUTATED ~p~~y apv p~ p~ p~,p q~p,p ~ ~~q 6 yp,~ yp,~ ~ = 09/30/98
ON THE FOLLOWING DESIGN CRITERIR ~ ~ ~ ~ ~ ~ H REVISIONS: ~
RLL CLOTHES DRYER EXHRUSTS TO VENT TO THE OUTSIDE, 1. 4D P.SF. LIVE LORD IN RLL LIVING AREAS MRNUFACTURER SPECIFICATIONS AND MODEL TYPE GOVERN 2, 10 P.SF. DERD LORD IN RLL LIVING RRERS oa~+c wa ia,ae sa Ft 2 zeso r~o 11.78 S0. FT, 23.56 Sn FT. 1310 SQ FT. 26.9375" ~2moo~ 598 9Q FT. fi55 50. FT, iL~a sa ~r. ~
THE LENGTH OF DRYER EXHAUST RUNS. SPECIFICRTIONS 3, A, RRFTERS~ 25 PSF LIVE LORD. 15 PSF DERD LOAD TO BE SUBMITTEO WITH PERMIT SET, IF MANUFACTURER IS 8, ROOF TRUSSES; 20 PSF TOP (~10RD LIVE MSTR. B~RI~L mtss soFr, ~ 3aso t+o 13.58 SQ FT. 5424 9a FT. IB21 ~7. FT. 30.9375" ~.oooo~ fi.87 90. FT. 8.11 SQ FT. 13.74 SQ FT. m ~ rn
NOT KNOWN, 25'-0" MRXIMUM RUN WITH R 5'-0" DEDUCT FOR 10 PSF TOP CHORD DEAO LOAD nsrR ~,n~ 120.33 SQ FT. 1 tiu4o r~s 11.55 S0. FT. I1S5 SQ FT. 9b3 50. FT. 2Q4000' 4~.0000• s.~s sa 4.e~ sn ~r, s.~s sa ~r. ERCH 90 DEGREE ELBOW. CONTRRCTOR TO VERIFY INSTRLLATION 10 PSF BOTTOM CHORD LIVE LOAD rn F-r.
LOCATION PRIOR TO INSTALL. 5 PSF BOTTOM CHORD DERD LORD sruor 125.59 Sn FT. Z zeso ND IL78 Sa fT. 23.56 SQ FT, IDAS Sn FT. 26.9375' ~zmoo^ sae sa Fr. so~ sn ~r, ii.s6 so. vr. 0 FT.
THE PROVISIDNS OF THE NRTIONAL ELECTRIC CODE DIMENSIONAL LUMBER JOISTS WITH A DEPTH TO WIDTH ar~awc ~ i oR, i 9.52 9n FT. ~ ¦ ~ ~ 5.e7 sn ~r, ~ ~
NFPA 70, SHRLL GOVERN THE INSTALLATION, TESTING. RRTIO EOURL TO OR GRERTER TFiRN 6 TO 1(NOMINRLLYI AND OPERRTION OF THE ELECTRICAL SYSTEMS. SHRLL HRVE BRID6ING INSTRLLED BETWEEN JOISrS. ~Ir~am. 2si~9 sa Fr. 5 2eso 1 IL78 SQ FT. 68.42 50. FT. X190 SQ FT. 26.9375" szoooo' sse sa FT, ia45 sa FL ~i.n sa rT. 375 FT.
(i.e, 2X12 JOISTS OR TALLERI. PBOVIDE SMOKE d CRRBON MONOXIDE DETECTORS INTERCONNECTED FRI1ILY RM 24oso sarr, 4 3oso ra 1356 S0. FT. 5424 SQ FT. 1925 9Q FT. 30.9375 ~20000~ 6b7 Sn FT, 362 50. FL 27.48 Sa FT, FT. B.T.
WITH 110V. RC. AND BATTERY BpCKUP RLL FOOTINGS TO EXTEND BELOW FROST LINE,
INSULRTION EXPOSED TO ATTIC. CRRWL SPACE OF DWELLING UNIT SHALL HRVE MRX 32" MINIMUM FROM GRADE TYPICAL UN.O. eoRn •z i~n sa rr. i ~oso rro 1101 Sn FT. l1.01 SQ FT. 10.98 SQ FT. 30.9375" ~s.ss~s 5.71 SQ FT. 549 S0. FT. 5.71 SQ FT. 34" MINIMUM FROM GRADE AT UNION COUNTIf, FT. 5/a/07
FIRME SPRERD RRTING OF 25 RND MRX. SMOKE DEVELOPMENT FACTOR OF 450. PER 36" MINIMUM FROM GRRDE RT DUBLIN fVJD DELRWRRE JURISDICTIONS. eo~trrt •3 is2.s~ sn ~r, 1 3~so ~o u.~s sa FT, 1248 Sa FT. 1220 90. FT. 34.9375' ~s.ss2s 6.44 SQ FT. 6.10 SQ FT. 6.~4 SQ fT. C~DE SECTION 316 FT.
WIND SPEED DESIGN LOADS BRSED ON 90 MPH t3 SECOND GUST) ~ ' 1 soso r~o 1s~B sn ~r, • ' ' ¦ ' ' ¦ ENCLOSED, INSULATED RAFTER SPACES SFiRLL BE PROVIDED WITN CROSS VENTILATION EXPOSURE C.
OR VAPOR BARRIER. i.rvn+s koon ~ 1 soze rq s.~ro so. rt. • ¦ ¦ ~ ¦ ~ ~
LNING ROOM ~ z 2028 NO 196 Sn FT. • • • • • • ARC-FRULT CIRCUIT INTERRUPTER SHRLL PROTECT RLL BRANCH GROUND SNOW LORD 20 PSF. ,
CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210.12 (Bl SEE FOUNDRTION PLRN FOR DESIGN RLLOWRBLE SDIL PRESSURE, . ~~oon 22418 9Q FT. z ~p rp ez2 sa rr, 4312 SQ FT. 17.93 Sd FT. 18.93'1S ~zmoo~ 4z sa Ft as~ sa Fr. s.4o sa rT. FT. ~
ALL ELECTRICRL OUTLETS. WITHIN 6'-0" OF SINKS, IN GRRRGE OR CONCRETE DRI4EWAYS, CURBS, WRLKS, PRTIOS, AND RNY
BASEMENT 6 ON THE EXTERIOR SHALL BE GFCI PROTECTED PER OTHER EXTERIOR FLAT WORK, INCLUDING THE GRRRGE SLRB r~ FOR CODE COMPLIRNCE PROVIDE LIVING RM. NEC SECTION 210.8 SHRLL BE 3500 PST AIR ENTRRINED. WITH 6" VENT TO FURNFlCE THRT PROVIDES
MINIMUM 20 RMP BRANCH CIRCUIT SFIRLL BE PROVIOED, SOLELY BRSEMENT AND ALL INTERIOR CONCRETE SLRBS SHALL BE RIR CHANGE EVERT 30 MIN.
TO SUPPLI' LRUNDRI' RECEPTACLES, PER NEC 210.11(c1(2l 2500 PSI AIR ENTRAINED WITH R VAPOR BRRRIER LRPPED R MINIMUM OF 6" RT ALL EDGES,
ALL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE ~
. STEEL BERMS RRE DESIGNED BRSED ON ASTM-R992 (50 KSII RNY WINOOW WITHIN 2'-0" OF A DOOR , RLL SIOELITES & SHOWER '
DOORS TO BE TEMPERED PER CODE SECTION 308.0 MRSONRY 3 CONCRETE FOUNDATION WALLS SHRLL BE WRTERPROOFEO BY RPPLYING RN ABOVE GRADE OAMP PROOFING PRODUCT
ATTIC ACCESS SFi~LL BE FRAMED ND LESS THAN 22 INCHES BY 30 INCHES AND BY APPLYING A BITUMINUOUS WRTER PROOFING PRODUCT
HAVING A CLERR HEIGHT OF OVER 30 INCHES. WITH A PROTECTIVE INSULATION BORRD BELOW GRRDE. 4 R PROPER ORRINRGE STSTEM SHRLL ALSO BE INSTALLED. a
ATTIC ILLUMINRTION SHRLL BE PROVIDED AND SWITCHEO RT THE POINT OF RTTIC ENTRANCE THE GRADE AWRY~FROM FOUNDATION WALLS SHALL fALL A
MINIMUM OF 6 INCHES WITHIN 10 fEET. GURRDRRILS SHALL HRVE R HEIGHT OF 36 INCHES RT RLL STRIRS RT ALL
RRISED SURFRCES LOCATED MORE THRN 30 INCHES ABOVE THE FLOOR RND ROOF TRUSS RND RRFTER RNCHORAGE SHRLL BE PROVIDED AT
SPINDLES SHRLL BE POSITIONED AS TO NOT RLLOW PASSAGE OF R 4" SPHERE RLL ROOF MEMBERS. MINIMUM H2,SA 8Y SIMPSON STRONG-TIE. SEE ROOF FRRMING FOR RDDITIONRL INFORMATION
HFlNDRRILS HRVE MINIMUM RND MRXIMUM HEIGHTS OF 34 ANO 38 INCHES MERSURED VERTICRLLI' FROM THE NOSING OF THE TRERD. RN ICE BRRRIER SHRLL 8E PLRCED FROM THE EAVE EDGE TO
HRNDRAILS SHRLL HAVE R SPRCE NOT LESS THEN 1 1/2 INCHES R MINIMUM OF z4" FROM INSIDE FACE OF THE EXTERIOR WRLL. ~ BETWEEN THE WALL AND THE HRNDRAIL THE HANDGRIP PORTION (ICE BRRRIER SHALL BE TWO LRYERS OF UNDERLRYMENT CEMENTED ?
SHALL NOT BE MORE THRN 2 1/4 INCH IN CROSS SECTION DIMENSION TOGETHER OR SELf-ADHERING POLI'MER MODIFIED BITUMIN SHEETI,
OR RN RPPROPRIRTE SHRPE WHICH SHRLL PROVIDE RN E~UNRLENT GRIPPING SURFACE. ROOF SLOPES FROM 2 UNITS VERTICAL IN 12 UNITS HORIZONTRL UP TO ~
FOUR UNITS VERTICFlL IN 12 UNITS HORIZONTRL TWO LRYERS OF PROVIDE PRSSIVE RRDON MITIGATION STSTEM (DUBLIN RND CRNRL WINCHESTER UNDERLRYMENT SHRLL BE INSTALLED PER SECTION R9052.7 OF THE
JURISDICTIONS ONLYI 2006 RCO.(USE OF SINGLE IATER OF 30 LB FELT UNDERLRYMENT IS EDUIVRLENT TO DOUBLE LAYER OF 15 LB FELT, DIRECT SUBSTITUTION '
THE GRRRGE RND RESIDENCE SHALL BE SEPRRATED B1f A MINIMUM IS ALLOWEDJ
1/2" GYPSUM 80RRD STANDARD. ALL CEILINGS TO RECEIVE A WATER BASEO TEXTURE MHTERIAL SHRLL HRVE 5/8" GYPSUM BOARD APPLIED, RLL CONNECTIONS TO BE PER THE 2006 RESIDENTIRL CODE OF OHIO,
IF HRBITABLE SPRCE IS LOCRTEO RBOVE GRRRGE. 5/8" Tl'PE X GYPSUM UNLESS NOTED OTHERWISE BORRD IS REOUIRED RT GRRAGE CEILING.
ENCLOSED ACCESSIBLE SPACE UNDER STRIRS SHRLL BE PROTECTED
WITH 1/2" FIRE-X DRYWALL
OPENINGS SEPRRRTING GRRRGE RND RESIDENCE SHRLL BE SEPARRTED VENTILATIDN
WITH 20 MIN. RATED FIRE DOORS. ,
~ENERAL NOTES~ ALL HRBITABLE ROOMS SHALL BE PROVIDED FIRESTOPPING SHRLL BE PROVIDED TO CUT OFF ALL CONCERLED ' 1, GENERRL STRUCTURRL AND RRCNITECTURAL WITH AGGREGRTE GLRZING RRER OF NOT LESS
DRRFT OPENINGS (BOTH VERTICRL RND HORIZONTAL) AND NOTES RRE INTENDED TO AUGMENT THE TO FORM AN FfFECTIVE BARRIER BETWEEN STORIES, RND THRN 8 PERCENT OF THE fL00R RREA OF DRRWIf~GS RND SPECIFICATIONS, SHOULD SUCN ROOMS. ONE HRLF OF THE REOUIRED
BETWEEN A TOP STORY RND THE ROOF SPACE CONFLICTS EXIST BETWEEN THE GENERRL RREA OF GLAZING SHRLL 8E OPENRBLE.
THE PORTION OF A MASONRY CHIMNET LOCATED STRUCTURf~L OR RRCHITECTURAL NOTES RND CRAWL SPRCE VENTILATION SHRLL BE POVIDED
IN THE INTERIOR OF THE BUILDING OR WITHIN THE THE DRAWINGS, THE STRICTEST PROVISION BY MECHRNICRL VENTILATION AT A RATE OF EXTERIOR WALL OF THE BUILDING SHRLL HAVE SHALL GOVERN. 1.0 CFM. FOR ERCH 50 S~UARE FEET.
A MINIMUM AIR SPACE CLERRANCE TO COMBUSTIBLES 2, GOVERNING CODE~ ATTIC UENTILATIONSHRLL 8E 1 TO 300 THE OF 2 INCHES, CHIMNEYS LOCATED ENTIRELY OUTSIDE STRICTEST PROVISIONS RS SET FORTH BY; SOURRE RRER OF THE ATTIC SPACE. PROVIDING
THE EXTERIOR WALLS OF THE BUILDING, INCLUOING 2006 RESIDENTIRL CODE OF OHIO THRT VENTILRTORS ARE ENSTRLLED IN THE UPPER CHIMNEI'S TNRT PASS THROUGH THE SOFFIT OR CORNICE PORTION OF THE SPFlCE.
SHRLL HAVE A MINIMUM RIR SPRCE OF 1 INCH.
CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER AT11C VENT. CALCU.ATION
THRN ANY PORTION OF THE BUILDING WITHIN 10 FEET, BUT SHRLL NOT BE LESS THRN 3 FEET RBOVE THE POINT ' HOUSE RTTIC S~. FT, 2821,89
WHERE THE CHIMNEY PASSES THROUGH THE ROOF. , RVERRGE Sa. FT. SOFFIT
CHIMNEY TO TERMINRTE WITH SPRRK RRRESTOR/CHIMNEY CRP. VENT PER LINEAR FOOT .067 S0, FT.
OF SOFFIT S~, FT. OF ATTIC SPACE x.OD34(1/3001 = RE~UIRED ATTIC VENT, : VENT. ~
2821.89 .0034 9,59 - o
LINERR FT, OF SOFIT x.067(VENT/FT.1 = TOTAL VENT. S0. FT. . FT. m
• 247 x .067 - 16.55
MASONRY(BRIGK/STUGGOI VENEE _ ,
MASONRI' VENEER SHRLL BE RTTACHED TO THE SUPPORTING NS MU ST B~ ON
WALL WITH CORROSION-RESISTRNT METRL TIES Appp01l~b ~LA
!.L INSP~CTIONS~ VEN€ER TIES SHRLL BE SHEET METAL TIES NOT LESS S17E FOR A THRN N0. 22 U.S. GRUGE 8Y 7/8", CORRUGf~TED.
EACH TIE SHRLL BE BPACED NOT MORE THRN 24 INCHES
ON CENTER HORIZONTRLLY RND VERTICRLLY RND SHRLL . SUPPORT NOT MORE THRN 2 2/3 S~UARE FEET OF WALL RREa
THERE SHRLL BE R MINIMUM OF 1" CLERR SPACE BEHIND VENEER,
MRSONRY VENEER SHRLL NOT SUPPORT RNY VERTICAL LORD OTHER O
THRN THE DERD LOAD OF THE VENEER RBOVE.
VENEER ABOVE OPENINGS SHRLL BE SUPPORTED ON LINTELS RS ~ SPECIFIED ON PLANS, ~
LENGTH OF BERRING SHALL BE NOT LESS THRN 4 INCHES,
MRSONRY VENEER SUPPORTE~ BY WOOD OR COLD FORMED STEEL SHALL
HAVE A MOVEMENT JOINT SEPARATING THE VENEER SUPPORTEO ON THE ' 7HESE DRAWINGS HAVE WOOD OR COLD FORMED STEEL RND VENEER SUPPORTED BY HOT ROLLEO BEEN REVIEWED FOR AND J
STEEL OR THE FOUNDATION, SHALL COMPLY WITH THE W
T1'VEK HOUSE WRAP SHRLL BE INSTALLED OVER EXTERIOR SHERTHING IN ~ 2006 EDITION OF THE O
RCCORDRNCE WITH MRNUFACTURER'S SPECIFICRTIONS. RESlDENTIAL CODE OF OHIO AS AMENDED O
FLASHING SHALL BE INSTALLEO PER SECTION 703.7.5 RN~ 703.8 OF THE 2006 RESIDENTIRL CODE OF ONIO RND THE 2003 INTERNRTIONRL RESIDENTIRL
CODE '
LOT # - WEEP HOLES WITH BRICK VENEER SHRLL BE INSTALLED PER SECTION 703,7.6 ` w
OF THE 2006 RESIDENTIAL. CODE OF OHIO AND THE 2003 INTERNATIONAL RESIDENTIRL CODE. (IF STUCCO VENEER, SECTION 703.62.1 GOVERNSI. SUBDIVISION - ~nC ~
f~
G'.A~ W oz
SPECIf ICATION - W W
~ = o
COL COLUMBUS ~ U
5y'-~" ~
~ 31'-5" 10'-8" 17'-7"
, ~
I I ° m REV.
. ~ ~ I ~ 2 ~ ISSUE DATE: = 09/30/98
e ~ I o ~ „p b H REVISIONS:
~t ~ A ~ FOOTING AND COURSE HEIGHTS I I I ~ ~ . ~ ~ ~
• FiAVE BEEN RDJUSTED I WSx10 STEEL BEAM - - - - - - - - - - - - - - - - - - - - - , a o _ ~ Q
' ~ 9'-10" LONG ' o rn rn ~ ~
~ I L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ ~ ~ I l: ~
. ~ i cRS, iz cRS. iz ~ i
, ~ i i 375 B.T.
i i ~ - ~ I
I ~
~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ ~ ~ ~ ~ ; 5/21/07
ELEC, SERV. PANEL- ~ .
~ . ~ LOCRTION MRY VRRY _ ~ ~ ~ I „ I ~
3 1/2 O,D. ADJ. - ~ ~ ~ SUMP PUMP- STEEL COL. (SCHEO. 40) ~ ~ ~ ~ ~ I ~ I
in ~ LOCATION ON 36 x36 x12 POURED ~ I ~
~ MRY VRRY CONC. FTG. „ „ ~ ~ ~ ~ ~ 3 1/2 O,D. ADJ, ~ 2 O.D, ADJ. T7 qT
ao I ~ STEEL COL, (SCHED, Ol ST L COL. (SCHED, 40l ~ I rA
N~ ~ ON 36"x36"x12" POUR ON 4"x48"x16" P R
N ~ BERM SPLI OU ED I I~, ~ I CE CONC, ~TG. CONC. FTG. ~ ~ LOCATION - SEE ~ I ~
~ ~ DETAIL SHEET I I~ ~ o0
~ ~ 2'-0~~ N ~ , .
' I ~ ~ - I ~m ~ iv . fY1 I ~ . r - ~ ~ I r- r-- I I ~ ~ i
CRS. 12 ~ ~ ~ i i ~ CRS, 12 ' ~
~ W8x13 STEEL BEA ~ ' ' _ _ _ ~ W~ STEEL BEAM _ ~ _ ~ _ _ ~ . - _ ~r~ i i i 29'-7" LONG I
, ~ ~ Q ~ , i' i i i i ~ I I d
I 16'-6" ` - - 15'-2" ` - - - 15'-8" ~ ~ 12'-4" I I
b ~ o , i ~ ii ~
~ ~ ~ ~ ~ r ~ ~
I - - ~ I r- ~r=i=~-~9-~9 I I~\
i I • i I I I I I I \ I 00
~ ~ u i ~ o ,~I „ \ ~ ~ ~ ~ ~ ~ ~ ~ ~ i.~ I. ~ 3 1/2 CONC. 5LA8 OVER i , I I~ ~ oo ~
m N ~ c~v~ ~ VAPOR BARRIER ANO i . ~ ~ ~ ~ ~ ~ N ~ N
m ~ " BRSE ~ I Im ~ m ~ I 4 GRAVEL „ ~ _ _ - - I o 3 O.D. J. ~ i`~ _ , I
, ~ ~ ~ , m ' STEEL~ COL GAJ ` - - - - - ~ _ ~ I I~
I ~ ON 36' x48" ' POUREO o F,D.
~ ONC. F, , I I o ~ ~ CANTILEVER o ~
~ I I ~ ~ ~ ~ STEEL BERM 6 I r-____i r--0~_ i r-~- -i ~ ~
~ i ~ - - - ~ ~ , ~ ~ ~ cRS. iz , ~
~ I ' ~ ~ W8x10 STEEL BEAM ~ ~ ~ ~ ~ ~ i - ~ - ~ - -i - - ~
~ , i , , i , 38 -8 LONG I ~ , i i Q i i !
I i i i i i i ~.u~ i ~ I I CRS.12 i i ~
W x15 STEEL BEAM i „ ~ ~ I I ~ `0 ~ ~ - 20'-11" LONG 6 2 11 11 8- 12 -4 ~ bo Y OPTIONAL EXTRA ~ i i i L EXTRA
fV ~ ` I
fD . ~ r I ~ ~ ~ ( fD / ~ ~ _ _ ,
I 10'-9" ~ - - - ~ ~~_4~~ ~ i ~ ~ ~ ~ bo ~~I ~ . , ~ N i ~
~ bo i~+ I h ~ 3 1/2" O.D, ADJ. ~ m ~ N 3(~1R SIDE-LOAO , [DE-LOAO
N , c~v ~ ~ i ~ ' : ' ; ' _ _ _ : t STEEL COL (SCHED. 40l ~ ~ ~ :R SHEET
~ m~ ~ 12" BLOCK i~~' ~ F"" ON 36"x36"x12" POURED ~ 5EE ~IDER SNEET I ~ ~I ~ ~ , 3 1/2 O.D. ADJ. ~ CRS. 13 i i; a, ~ , CONC. FTG.
` ~ o0 0 STEEL COL i~,, ~ I ~ ~ i~ . ~ , I
~ (SCHEQ, 40) _ _ _ _ _ ~ L~ n u r-- _ ~i" ' r~ I I ~ ON 48 x48 x i i I
° ~ 16" POURED • ~ i I v U
~ ~ r-- i ) I o CONC. FTG. ~ I H
m ~ ~ ~ i I ~ I I ~ I ~ - ~ ~ - - ~ - ~ ~ , . I ~ ~r~ 'I I I rv
,A ~ ~ I ' I
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ALL FOOTING DESIGNS BASED ON I ~ ( I ~ AN RSSUMED RLLOWABLE SOIL m
BEARING PRESSURE OF 2000 PSF ~ I I I
. ~ Y OPTIONAL EXTRA ~ I , I I 0 ~
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i R E ISSUE DATE:
~ ~ = 09/30/98
F + REVISIONS: ~
~ ~
~ ~ 00 rn ~
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L 81 ~I I ~
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0 S ~ ~ ~ (TY'PJ i o = 09/30/98
6"-?I N- ~ ~ ~ LV.RM. ELLIP. WDW i i ~ ~ A N vA , ~ ULT VAULT 2868 N. REVISIONS:
~ il'-5 1/8" ~ 3060 3060 3 , . i i 060 3060 ~
ao 2x6 WALL „ ~ ~ , ' co
3'-4" 3'-4 1/2" 3'-4 1/2" 3'-4 1/2" 2'-9 3/4" 4'-5 1/2" 4'_ ! 7 6 5/8 ; 5 1/2 m HIGH WALL ~ ~
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13'-2" HIGH , CONC STEP 10 1 1/8 2x6 WRLL 2x6 WALI. ALL OTHER WRLLS ARE 9'-1 1/8" HIGH
HIGH WALL SLOPED TO , PORCH SLOPED TO L/8" HIGH
RAFTER RETURN 10 1 1/8 B ALL STRUCTURAL HEADERS RRE WALLS RAFTER HIGH WRLL i~ ~i (2l 2x6 - UNLESS NOTED OT . 'E
~ i ATTIC i HERWISE. =RWISE.
iRC ESSi DIMENSIONAL LUMBER FRAMING BRSED ON THE FOLLOWING MINIMUM PROPERTIES; G BASED
42~~ TYPE OF MEMBER ~j~ ~ PROPERTIES: z2i E(pal
SERV. WALK , 1. JOISTS 1000 145 1,600,000 .5 1,600,000
2. BEAMS 1000 145 1,600,000 3. HEADERS 875 135 1,400,000 5 1,600,000 5 1,400,000
$~_9 1~2~~ 5~_4~~ 6'-11 1/2", 6'-0" 6'-11 1/2" 4~-11 1/2" ~ LRMINRTED VENEER LUMBER (LVLI BRSEO ON THE FOLLOWING MINIMUM PROPERTIES; LVL) BASED O PROPERTIES:
~ , c~~. F~ F~R~ c~' la ESpla
~ 2650 285 1,900,OOp ~ Y OPTIONRL EXTRA 35 1,900,000
N Y OPTIONAL EXTRA HQ COLD 'o ALL POINT LOADS TO 8 81~ o T E BLOCKED SOLID :D SOLID
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S~ ~ 1~t~L. ALL OPENINGS UP TO " 3 4 WIDE TO HAVE TO HAVE W
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~ 9 -0 5/8
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~ UNLESS NOTEO OTHERWISE. ~ ' ~
0 39 20'-g~~ ~ INDICATES (3) JACK STUDS TYPICAL 'ICAL
~ UNLESS NOTED (~2. SPF)
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~ . ~ Z
COLUMf coLuMBUS ~ m
m REV.
~ ISSUE DATE; = 09/30/98
~ REVISIONS;
~
m rn ~
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0
12 TRUSS II
TYPE "A" II 375
10
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E ISSUE DATE:
= 09/30/98
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3'-5" 5'-1 1/2" 18~~ BASE ~
~ 18 DEEP ~ FIN. BACK ~ rn ~
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m REV.
. ~ , , ~ ISSUE DATE:
~ ~ o = 09/30/98
~ ~ ~ ~ REVISIONS;
~ ~ -
o ex ra ~ois or ~ , J 00 rn ~
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LOUISIRNR PACIFIC. UNLESS NOTED. NOTED.
2, ALL HRNGERS BY SIMPSON STRONG-TIE 3TRONG-TIE
UNLESS NOTED (ATTRCHMENTS TO BE PEF S C A L E; 1/ 4 - 1- 0 1 4 MANUFACTURER'S SPECIFICATIONSI 'S TO BE PER ~ 'IONSI
S l 3. I-JOIST ENDS TO HAVE 1 1/8" OSB '8" OSB
~ RIM BOARD.
4. DESIGN LIVE LOAD; 40 PSF DESIGN DERD LORD; 15 PSF 0
5. PRRALLEL TO I-JOIST CONDITION TO ITION TO
~ HAVE LRDDER PRNEL AT SECOND FLOOR :OND FLOOR
' AND RIM BOARD RT FIRST FLOOR. ~ .OOR. D IN 1/2"
6, FLOOR FRRMING SHOWN HELD IN 1/2" FROM PERIMETER - SEE START POINT aRT POINT ~
DETAIL THIS SHEET.
7. LRMINRTED VENEER LUMBER (LVL) BASEp (LVL) BASEp W
ON THE FOLLOWING MINIMUM PROPERTIE; . Fb(PSII Fv(PSII EfPSII 1 PROPERTIE5: O =(PSI) 900,000 ~ 0
2650 285 1,900,000
8. ALL POINT LOADS FROM A V A BO E TO BE LL BRS~MENT WINDOWS REQUIRE SUPPORTED W DVE TO BE ~ z
~ / BLOCKING SRME WIDTH ~ME WIDTH H 'LAIy., ~
, (1) 1 3/4 x JOIST DEPTH LVL HERDER REFER TO SHEET Sl FOR AS CALLED OUT ON FLOOR PLR TYPICAL I-JOIST FRAMING MRJOR POINT LOADS SHOWN BY • 3Y U G:
W/3 BRG. EA. END DETRILS RN ~ D CONNECTIONS
~ ~ ~
u ~ W LL-
~ ~ W
~
~ ~ COLUMBUS ~ '
_ _ - - - - - _
,
14'-11 1/4" 10'-7 3/4"
- B ~ m REV.
. , . ~ ~ _ . , - - - . E ISSUE DATE: i 09/30/98
o m _ , ~ , ~ REVISIONS:
~ 12 - I ~ ~ - , ~ ~
_ ~ ~ D 00 ~
~ ~ - 10 ~ 12 12~ , ~ - - - - - ~ on rn ~
~ o m E ' ~ ~ 12 - - ~ ~
10 10 ~ - - - F GIRDER
K G~RDER 10 - 375
M L
H R B.T.
5.21.07
12'-2" 111/4" 12'-51/2"~ 111/4" 111/4" 20'-8" 111/4" 111/4" 25'_'7" TRIL , TAIL TAIL TRIL TRIL
14'-11 1/4" 8'-7 1/4" ~
titi 12 i i , ti+~,{
i i titi
5~_4~~ ~P 1~ 2x72 RAFTER
24" O.C. N - - - - - _ _ _
14'-11 1/4" THEN 24" O.C. ( 2' ~ X I 2) 2x12 1 i N 4 a
HEADER i ~ , 4' i G ~ ~ m n n n n n n n n n n n n J~ n
> V ~ii
ii III II II II II II II II II II II II II II~ J ~ ~ I~i
u ~ = Q' " ~ ~ u F u u u u i~ i~--=u u~= =u 16'-8 3/4
i oi ii u u u ii o u ii u u ii u u _ i m u ii u u u u u u ii u ii ii ii i 11' 2 1/4'
u E u u o u u u u u u u u ui ~ ~
u u u u~ ~ ~ u~ u ~ ,c ~ J 11 1/4" 23'-6 1/2"
° ~ ° ~ ° D ° ° ° ° ° , - 2x12 RRFTERS ~ TAIL ii u ii ii ii ii ii ii o u u o u iii 2 12 AFT RS ~ ^I ~
i m u u ii u u u ii u u u u iii i 2~~ p, m ~ 24 O.C. ,
u u u C u ii ii i ii u u u u u i i " ii u u u ii i i i ~ ~
i m ii i u u ii ii u ~ ~ ° I I I I II II II Q II II II II II II ~ ~ N „ ~ ~ ~ I 1 ~ ~
~i i~i i „ FACE OF TRUSS {
, , i 3~ ~''I ~ ALIGNED WITH I III II II II II I II I II II II II II I_ _ _ _ „ ~c- - - - - FRMILY RM. WALL i
„ ~i i ~ i i I SLOPE „ SLOPE
i mN u u u i u o u ii u u ii u iii i 2x R TE S E- N ii u u u,u iiii ~ ~i_______________! , „ i m~ u u u u o ii u i 24 O.C i - r~~ ~ ~ ~
8~ 2X8 II~ II II II II II II II II II II II II II ~ ~ ~ ~ ii FURR DOWN i i , , ,
~ III II II II II _______________k~= 12" II W i~ RRFTERS iip~ ii i~ u u u u u 2 2x12 RID BE M ~ ~ ~ ~ , ,
, W ~ ~ ~ ~ _ - _ ; ~i, ° , mo u ii u u u u i i_________ ~ ~n , , , ,
~ u u u u u ui ~ i m~c u u u u u ii u u u i ii u ui ~ x6 AF RS i , ,
~I ~I u II II u i ~ L~ " C. ~ I ~ " 3 1/2"xll 7/8"x16'-0" LVL ~ ~ , ,
~ III II II II II II II II II I ~A' --------------~u' II II II II II II II II I II TRUSS ~ BOTTOM L~ 9'-1 1/8" i~ SLOPE ,
^ II II II II III ~ TRUSSED AREA TRUSSED AREA ' E- n ~ ul u ~I II ~I ~I u HANGER I , „ i , „ JOIST i SLOPE
u~ II I~ ~I II II II II ~I u ~ ______________~n~ 11-5 1/8 AFF i 11-5 1/8 RFF HANGER 9'-1 1/8" ° ~II II II II II II ii ~ i
~ III II II II II II II III II II~- ~ _ i (TYP.) RFF~~ ~ -I~-- - ~ 16' 2x6 ~
~ III II II II II II II „ I ~ _ 6'= ~ u u u u u u u u i ~ I RIM JOIST
„ i i i i i i "ii x6 RF RS i i 12' 2x8 ~
~~i - - - ~i 1 ~ 4" .C. i== _ _ ~ - - - ~
V ~ ~~J ~ III ~ Q,~ ~ ~ +1 ~ °I 1~~ ZX$ W 1 i__ _ ==6= , „ TRUSSED RREA USSED RREA
n ~ 9 1 1/8 RIDGE 8 1 1/8 RFF -1 1/8" RFF a
„ ~ 2x R TE S , ~ ~ + A~- ~q ~ ~ AFF SEE SECT. ~~I 24' O,C °L ~ < _ ___p„' 12' 2x8 FURR~~ ~ ~ (2l 2x6 HDR.
u til 9 } i DN. 12 ~ ~ FOR TRUSS 2) 2x6 HDR. FOR TRUSS o
u ti~' ti ~ ~ x ~ L , ~ + { i N ~ 9 ` 2x4 - ~ -
~ F' ~ ~ ~ , - - - - - - - - ~ NRILER _ . ~ ~'l~ P = _ _ _ _ ~ .::::i ~ WALL n
J ~r il ~ F:~. .:::`:f -==-I ~ (TYPJ n ~ o0
I I ZX R - - - - - - - - `:i:l:' + CRICKET n ~ '
_ = ° _ = ° ~ 2x6 RR TERS 2x6 AFTERS 24 C. : : i 5 2xs ~ ~l;l;, ::::r RS REQ ~ -a ~~I~ 10' 2x6 ~
~ ~ 24 O.C. ~ 4 O.C. , i _ I I ~G; ~ 12' 2x8
- - ~ I I r i I ~I
ROOF FRAMING PLAN NOTES~ ' 14' 2x I I TRUSSED RREA USSED RREA
L ROOF TRUSS DESIGN BASED ON PRE-MRNUFRCTURED RDOF TRUSSES ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = L , 8'-1 1/8" RFF -1 1/8" AFF
Blf OTHERS.(RLL TRUSS TO TRUSS RIDGE EXTENDS TO i i „ 7' 2x6 CONNECTIONS TO BE DESIGNED Blf ROOF FOYER RRCH I I $ 1 1/8 RFF
TRUSS DESIGNERI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~
2. RLL NRNGERS BY SIMPSON STRONG-TIE 14' 2X8 UNLESS NOTED (RTTACHMENTS TO BE PER , ~ ~ , „ 16' 2x8
MANUFACTURER'S SPECIFICATIONS) ~ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ _ L , 9 -1 1/8 AFF 9'-1 1/8" RFF 3,I-JOIST RAFTER DESIGN BA5E0 ON LPI -
20PLUS (1.SEl I-JOISTS BY LOUISIANA ~ ~ V 13'-2" AFF NOTE~ PACIFIC. UNLESS NO?ED. ~ ~ p 2x8's RT 0
4 DR,SI 0 S T RRFTERS; RLL OVERHANGS ARE 12" EXCEPT; ~ DINING RM. 15 PSF DEAD LOAD FRONT GRBLE - 12" STD. ~ ~ n~i
25 PSF LIVE LOAD - 16" W/BRICK ~ =1=====_______ B, ROOF TRUSSES, I ~ Z
ZO PSF TOP CHORD LIVE LORD ~ i TRUSSED RRER 30PSF1'OPCHORDDERDLOAD ~ ~ I- 9'-05/8" RRER ~ /811 W
10 PSF BOTTOM CHORD LIVE LORD ~ q~ _ ABOVE FNDTN. NDTN. 0
S PSF BOT?OM CHORD DEAD LOAD I ~ SCRLE~ 1/5~~=1~ O~~ _ I 5. HOLD DOWNS Q--INDICRTES LEG DOWN~ 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
A.ALLROOFTRUSSESANDRAFTERSARE ~ ` ° NOTE~ TO BE CONNECTED TO DOUBLE TOP CEILING JOISTS ARE 0 0
PLRTE WITH R MIN, OF (11 N2,SR I J ; # L z
8Y SIMPSON OR EOURL, un~ESS ~ ~ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ q ~ , 2 SPF ~ 24 O.C. OR EQUAL. H
8. GIRDER ~RUSSES ARE TO HAVE HOLD ~ GIRDER ~ ~ K , DOWNSTORESISTTFiERE~UIRED _____L_3 0 L
UPLIFT FORCES RS SHOWN ON TRUSS I I MRNUFRCTURER'S ORAWINGS. I I cl
6. LRMINATED VENEER LUMBER (LVL~ASED ON • - oz
THE FOLLOWING MINIMUM PROPERTIES: ~ H~ ZXS W l.L
2~ ~ 1,9~ , o ~ i RA TER i 7. RLL OIMENSIONAL LUMBER TO BE ~2. SYP. ~ I S R - W
UNLESS NOTED. - - - - - - - - - - - - - - - - - - - C LE; 3/16"=1' 0"
; ~ ~
~ ~D~U COLUMBUS cr) -
2X4 ~16" O.C. STUD CONNECT RRFTER TO 3/4" OSB OR PLYWOOD WEB m REV.
WRLL WITH DOUBLE STUDS WITH (2l lOd TOP OF RRFTER STIFFENER NAILED TO I-,lOIST TOP PLRTE, BEVEL CUT. BOX NAILS, ONE ~?R TO BE CONTINUOUSLI' WEB WITH (3l 8d NRILS ~ ISSUE DATE:
ERCH SIDE SHEATHED. (STIFFENER ON ONE SIDE OF (6l Sd NAILS I-JOIST RRFTERI. LEAVE R i 09/30/98
RRFTER ' (51 16d BOX NRIIS RAFTER MINIMUM GAP OF 1/8" BETWEEN H REVISIONS: Is,
PER PLRN PER PLRN TOP OF WEB STIFFENER RND THE I-JOIST FLRNGE. (2l lOd NRILS (2l lOd NAILS OSB WEB FILLER :c
CONTINUOUS 2X4 ONE EA. SIOE ONE EACH SIDE 24" LONG PLRTE. FASTEN TO 1" OSB x 24" 00 ~ rn
2x8 BLOCKING BEAM WITH (2l .WEB FILLER ROQF ` PRNEL STAGGER rn ~
16d NAILS RT 24" ON CENTER I-JOIST TRUSS 1 1/2" BETWEEN ~
RRFTER RRFTERS FOR NRILING PER PLAN
CEILING 375
SEE PLRN JOISTS PER I-JOIST ROOF TRUSS DO NOT CUT PLRN RRFTER PAST INSIDE
CONNECT TO FACE OF BEARING. "BIRDS MOUTN" 80TTOM B.T.
RRFTER 2x6 LEDGER RTTACHED ~ WEB TRUSS u/(6) WEB FI~LER PER PLRN TO RIDGE BEAM v/(4) 16d FILLER 8d BOX NRILS 2x6 LEDGER, RTTACHED TO CUT AT WRLL TOP PLRTE, S.ZU07
BOX NRILS AT 12" O.C. I-JOIST RRFTER RIDGE BEAM W/ (4l l6d BOX ATTACH RAFTER TO TOP LVL BERM ~ R II PER PLRNS (TYPI NRILS 9 17' ON CENTER, WALL BY OTHERS H2SAEAND 0 EIIOd~BOX
PER PLRN ~ RIDGE BEAM NRIL ERCH SIp .'~'n y ~ ~ ~
~ a~ t CONNECT TO ROOF PER PLAN . ~ ~
TRUSS WITH TRUSS . ~E~TIQN A A f~ F ~ ~ (61 8d BOX NAILS ~ ~ C' ' , ~y, . r-r qT
(21 2X4
BIRDS MOUTH
RAFTER/TRUSS DETAIL 1 RAFTER/TRUSS DETAIL z RIDGE/RAFTER DETAIL 3 CUT RRFTER DETAIL 4 ~
NTS S1 NTS S1 NTS S1 NTS S1 LEG DOWN LVL
I-,10I5i ed ~~s s~o.s~ ~rt ~.atr I-JOIST
PER PLAN 6" o.c. FULL OEPTH OSB (OR EIX1RL1
I-JOIST BLOCKING eom sIDes o~ .iotst. Q (RS RE09 BY DESIGM (1) 8d TOE NRTL TO o 1/g~ ~p Q
JOIST ERCH SIDE RT I~JOTSr , ~
BOTH ENDS , lOd NAIL TO I-,10IST ° , ° ,
FULL DEPTH I-JOIST TOP CHORD OF ~ PER PLRN ~ o BLOCKING RT EVERY ~ , WE8 STIFFENER, MINIMUM I-JOIST, o °
OTHER SPRCE WHEN 1/8' GAP, 3/~ S SB, BOTH SIDES OF ° o
I-JOISTS LRP OR BUTT I I T, WITH (3l 8d NRILS o FROM '~EACH FRCE. 2X4 SQUASH OVER BEARING (DO NQT USE lx MATERIALI BLOCKS, 1/16"
(1) Sd NRIL TO PLATE, lOd TOE-NAIL I j OIST DEPTH, FYler Block
EACH SIDE AT 80TH ENDS TO PLATE S~
OSB RIM BD. P~ ~ ~CONNECT DOUBLE I-JOISTS USING 4'-0" LONG FILLER BLOCKS AT LOCKS AT
¦ WEB STIFFENER ONLY REOUIREDi WALL TOP EACH SUPPORT AND RT 8'-D" ON CENTER. aTIONS)
~~T (1l lOd NHIL TO BEFlRING WHERE INDICATED ON PLANS PLRTE. (FILLER BLOCK TO BE PER MRNUFRCTURER'S SPECIFICRTIONS) ~ e~ow PLATE AT ERCH SUPPORT ~PROVIDE 4'-0" FILLER BLOCKS AT ALL CONCENTRATED LORDS, ~ BELOW LOADS.
SIDE OF WEB (TYP) CENTER FILIER BLOCKS ON LORD. ~FASTEN FILLERS THROUGH I-.lOIST WEBS USING (2) ROWS OF dS OF
8d NRILS STRGGERED AT 6" ON CENTER. CLINCH NRILS WHEN POSSIBLE.
~FLOOR SFIEATHING TO BE GLUED RND NAILED TO EACH I-JOIST. I-JOIST.
INTERIOR BEARING
2EINFORCED CRNTILEVER DETRIL 5 BLOCKING DETAIL 6 WEB STIFFENER DEl"AIL ~ S~UASH BLOCK DETAIL 8 DOUBLE I-JOIST CONNECTION 9 iV 9
JTS S1 NTS S1 NTS S1 NTS S1 NTS S1 S1
HRNGER PER PLRN RIM BOR DLTOHEACH IIL THRU D TO EACH
FULL DEPTH ~IS~ FLRNGE AT EVERY IT EVERY
I-JOIST BLOCKING I-JOIST
8d NRILS AT 6" O.C. 1" FROM EDGE OSB RIM 80AR0 38 RIM BOARD
w~ PER PLRN (MATCH ~ DEPTH TO I-JOIST~ as ~rek s~cwc :R PLAN (MATCH =PTH TO I-JOISTS)
, ~ (3) lOd NAIL~ (3) lOd NAILS THRU
o a JOIST FIANG 2x2 sd r~ns sra~ SILL PLRTE JOIST FLANGE TO SILL PLRTE BELOW
RT G O.G ° 2 ON ONE SII 2 ON ONE SIDE AND
, ° 1 ON THE OT 0 2x4 CUT a 1 ON THE OTHER SIDE
o TO FIT
WEB FILLER ~E ~ ~ R~ , BOTH SIDES d TOE NRIL FRSTEN RIM BORRD TO
~ TO PLRTE PLATE' W/fll lOd NRIL 1 3/4" BRCKER BLOCK; OSB THICKNESS ~ a~} ~rt ~R~ a 6 O.C. (TOE NRILEO MIN. BRG. SILL ~
ti e~' ~~Rr FROM EXTERIOR SIDEI PLRTE TO "FLUSFY' OUT WEB BY 12" LONG. FILLER RS RE~UIRED Q,pi' ATTACH WTH (10) lOd NRILS. PER DOUBLE I-JOIST L~r PLATE DO
DETRIL I-JOIST
PER PLRN
ROOF RRFTER ` UNREINFORCED
lo li OUTRIGGER DETAIL iz CRNTILEVER DETAIL i3 HANGER DETAI OVERHANG DETAIL 14 RIM BORRD DETRIL 14
NTS S1 NTS S1 NTS S1 NTS S1 NTS S1 S1
~
I-JOIST PER PLAN I-JOIST PER PLAN ~ SIMPSON LSTR24
I-JOI5T sraa~, o~ Ea,r~. PER PLAN - o
' OSB RIM BD. CONT. DBL 2x4 OSB RIM BC SEE SECTION OSB RIM BD. SEE SECTION 14/51
(1) l6d NAIL YI SEE SECTION 14/S1 FOR CONNECI AT 12" O.C. FOR CONNECTIONS ~FOR CONNECTIONS
~ 2" (TYPI : . ~ 7' 2x4 ~ 16" O.C. ~E ~
~ (1) 8d TOE NRIL (3) lOd NRTLS THRU ~ ERCH SIDE JOIST FLRNGE TO
f~ SILL PLATE BELOW CONT. 2x6 (2x4 OPTIONFlL) 2~~ p, Z~~ 2 ON ONE SIDE RND J
~ ~ ~ 1 ON THE OTHER SIDE ~ FULL DEPTH W
~ I-,10IST BLOCKING 'LADDER PANEL" WALL O
e 24 O.C. FOR BERMS UP TO 12" IN DEPTH; f2l ROWS OF l6d NAILS, STAGGER SEE SECTION 14/SS O ~ MASONRY FpN WALL :Z_
FOR BERMS OVER 12" IN DEPTH;(3) ROWS OF l6d NRILS FOR CONNECTIONS MASONRY FDN WALL ~E ~ MASONRI( P FOR BERMS OVER 18" IN DEPTH; (4l ROWS OF l6d NRILS
~ RLL NRILS ARE BOX NRILS (DIR. _.131"l Fv-~ fACH SIOE
SIMP~.~ON LSSU F~iNGFJi OR EWAL
RLL OTHER MULTI-PLY LVL CONNECTIONS AS NOTED ON PLANS END WALL DETAIL END WALL DETAIL END WALL DETAIL IIL
CRAWL SPACE LEVEL _ 5 FOUNDATION LEVEL 16 UPPER LEVELS 17 RIDGE/RAFTER DETRIL 18 .EVEL 19 ~
MULTI PLY LVL DETAI 1 NTS S1 NTS S1 NTS S1 NTS S1 NTS S~ W
W
, COLI COLUMBUS ~
u 4 , REV.
~ C f=- ISSUE DATE;
I = 09/30/98
~ ~ H REVISIONS: ~
2~_2~~ 3~_3~~ ~ 7 3 1/2 « ~ 00
Q Q rn ~ 2 (n
-4
C 7/16" O.S.B, W/ ~
CLIPS ~ 24" O.C.
7/16" O,S,B, W/ 375
CLIPS ~ 24" O.C. B.T.
ix~ FRSCIR OVER Pi ~ A OVER 5/21/07
lx6 SUB-FRSCIA 1x8 FASCI lx6 SUB-FASCIA
. .
RLUM ~ . GUTTER ~
RLUM--? 2x2 _ ~ ~
GUTTER - Tr T
ZX2 ~ BLOCK OUT 4 1/2" ~ ~
3/8" PLYW'0 3/8 PLYW D SOFFIT ~ SOFFIT DIMENSION VRRIES-
SEE TRUSS LAYOUT ~
lx FRIEZE lx FRIEZE o ~
~ o SOLDIER COURSE
FRVE DETRIL IF BRIC FRVE DETAIL , , „ _ W ~ „ BRICK VENEER SCALE, 3/4 -1-0 C0 =
SCALE; 3/4 -1 0 I ~
z ~ ~ ~ E 1
~ = R-13 BATT INSUL, ~ , Q
HOLD RING ~ ~ 4
JOIST BACK R-19 BATT INSUL WOOD BRSE ~ .
3/4" FROM ~ ~ ~ SHEATHING 10~~ , 3
JOIST 15 RISERS,
1x10 14 TREADS.
BELT TRIM 0
I
INSULRTION ~ 3/g" SOFFIT ` RING JOISTS (TYPJ ~
lx6 FRIEZE--~ ~
BLOCK OUT
4 1/2" ~ 2x4-16" O,C. R CRS.
STUD WALL SOLDIE
SEE ELEVATIONS I ' SCRLE, 1/2 1 0
FOR SIDING LATION ~ ~ INSU BRICK VENEER TYPE PER SPECS P L
IF BRICK • KIPS
VRPOR BARRIER ~ TILEVER DE~TL 1 1/2" 3 1/4" 1 1/2" N
~ ~ SCALE~ 3/4"=1'-0" FIBERGLAS~ DRAINRG~
3/4" T&G PLYWOOD ~ & INSUL. BORRD
UE & NAILI ~ 1/2 SHERTHING (GL ~
~ ~ 7/16" x 6 1/4" x 6 1/4" _ 0 ~ ~ 0 STEEL PLATE (RSTM R361 ~
BRICK ~ ~
, JOIST VENEER ~ ~ EXT, FND,
. 0 ~ BRCKFILL~ O WATERPROOFING
RNCHOR STRRPS PER MANF. SOLID BLO KING 1/2" BRICK ~ MEMBRANE
„ ± (4l 3/4" DIRMETER iv SPECS. ~16 O.C. I JOISTS CORBEL ~ 2x6 MUD SILL ~ BOLTS (ASTM A3251 1/4" GRP z
PRRALLEL TO WALL „ 4 CONC, • ~ ' , (MRXJ w
BLOCK ''GRRV~L' • NOTES; 2z8 MUD SILL
2 FIBERGLASS s~~' ~.e 1, HOLES TO BE 1/16" LARGER THRN BOLT DIAMETER, W/ 1/ IAMETER, ~ W
~ MAXIMUM (13/16" DIRJ SILL SEALER '•~:~.'~:,,~,~:~.j 8 CONC. BLOCK ~
~~.'~:"•:'ti~• " RAINS 2. BOLT GROUP CAPACITY CONTROLS. ANCHOR STRAPS W/1 1/2 D 3. CALCULRTIONS BASED ON W8x10 WEB THICKNESS, :KNESS. ~ a
PER MRNF. SPECS. ~ THRU WEEP HOLES ~ 4. BOLTS TO BE INSTRLLED 'SNUG TIGHT' 6 -0 O.C, MIN.
4'-0" INSULRT ON BATT . 0
POURED . FND, INSUL, b FND, INSUL. & • REINFORCEMENT W O
WRTERPROOFING PER DETRIL CONC. FTG, WRTERPROOFING = 00a
SEE DETAIL 1 1~2~~ = 1~_~~~ SEE DETRIL REINFORCEM NT W-
THIS SHEET PER DETRIL THIS SHEET _ _ D
0
m 2x10 MUD SILL ~ SCALE. 3/8 -1 0 ISO „ R-13 BATT. INSUL. U
~ W/1/2 FIBERGL. ~ m
SILL SEALER VRPOR BRRRIER _ o H R-13 BRTT ~ o W V-4
INSULRTION R-13 BATT. m ~
4" CONC. INSUL. ~ o ~
SLAB OUER 4" ° ~ _ JOIST GRRVEL BRSE JOIST ~ ~ ~
~ o TOP OF COURSE 12 &6MILV.B. ~ COURSE 12 0
2x10 MUD SILL 8" CONC. oo WEATHER LIP ER LIP
„ W/ 1/2" FIBERGLASS • ~ . ~ ~ BLOCK ~1 8 CONC. BLOCK 8 CONC. BLOCK . . , .
SILL SEALER ANCHORS PER 8 CONC. 12 BLOCK
ANCHORS PER MRNF. SPECS. N~ BLOCK MANF, SPECS. LUGGED OUT ~ ~
WEEP HOLES TO SUPPORT R-11 BATT 4" GRRAGE " GARAGE ~
~ 16" O,C. R-il BATT SLRB INSUL. SLAB OVER 4" LRB OVER 4" W
N INSULATION GRAVEL BASE ~ ~ F=~4'-8° „ & 6 MIL V,B. RAVEL BASE O 6 MIL V.B. O
3 1/2 CONC. F=~4~-8" F 4 8 F-0-0 ~
SLRB 16 x8 ~
CEM, COVE , CONC. • 16"x8" CONC. . . ~ . . . ,'a ' • ~o ' • ~o ' ° • Q 16nXQu , ~ p 0 ~ ~ ~ ~ ~ ~ . FOOTING ' ~ • FOOTING • ' o
~ " CONC. ' , , . • ° ~ APOR BARRIER ~ 16 x8 CONC. ~ • , ~ - ' ~ ~ . ~ • ' , ~ VAPOR BARRIER V 'o' P 'o . • p ~o ~ ~o FOOTING ~
° FOOTING ~ ~ ~ OVER 4 GRRVEL OVER ~ ,e~e;;,•,' ~ , ~ ' BRSE GRAVEL BASE ~
o . . ~ 4 GRAVEL ; ; < ~ .o: .o; , . BASE [Jq
~ 3 DIA. PERF. W CE
~ PLRSTIC DRAIN TILE FELT FLASHING 0 IOR W W
V - scA~E; liz~~=1~-0~~ ~ _
, cr) O
~ SCRLE; 3/4"=1'-0" SCRLE: 1/2"=1'-0" SCALE; 1/2"=1'-0" COLI COLUMBUS
~
~ ,
, 3/4" TdG FLOOR SHEATHING REV
C9~BU F~9~~1~~,1"B~~ ~1/A~L 1/2" SHEATHING, TYP. (NAILED RND GLUEDI Ig ~
FIE0~6F~R~~f~/9~~9~T S~~iIE~UB..E , 1 1/8 OSB RIM BORRD. „ 12%17E
ATTACH TO MUD SILL WITH 1 1/8 OSB RIM BORRD, „ JOIST PER PLAN RTTRCH TO MUD SILL WITH REVISI
~SEE STRUCTURRL NOTES THIS SHEET~ lOd NAILS ~ 6 TOE-NAILED TIGHT TO RIM BD.
FROM OUTSIDE FACE. lOd NAILS ~ 6" TOE-NRILED FROM OUTSIDE FRCE, JOIST PER PLAN
SOIL EQUIVALENT FLUID PRESSURE = 45PCF 3-lOd NRILS PER IST FOUNDATION ANCHOR r _y.. ~
REINFORCEMENT SIZE DAMPPROOFING ABOVE TOE-NRILED, TYP. PER SCHEDULE,
WRLL HEIGHT b SPACING, C/C MAXIMUM GRADE ~ (~OF COURSESI pRMp ~ FULL DEPTH I-JOIST BLOCKING UNBALANCED TYPICRL i PROOFING ABOVE tr • 1/19/ ~ ~
~8 a9 ~10 all FILL HEIGHT ~ 24 O.C, TI T TO RIM BOARD GRADE ~ GRADE AND R JOIST, GLUE & NAIL
~~_4~~ ~ ~ ~Z ~ ~Z ~ ~2~~ ~Z~~ 5~.~~~ ~ TYPICRL i TO PL ' a D', UBFLOOR W/6-6d NAIL
(11 COURSESI GRADE COMM : ~ ~ . 8'-0" + ~ ~
72" 72" 72" 72" 6'-3" ,~e C~ ~s t12 CoURSES~ FOUNDATION ANCHOR ~ .w ~ ~
8~-8~~ 64" 72" 72" 72" 6'-11" WATERPROOFING~ TYP, PER SCHEDULE, a~;r (13 COURSESI N m
„ 3-lOd NRILS ~ ,E $ OCKING. 5 TO ~ TOE-NAILED. G''~ ~
5~~ T OF REINF, 0 , _
OF REINF. (NO BRICK) REINF, PER Cc . .
(NO BR K GROUT SOLI _ IC 1 ~ ~ SOIL EQUIVALENT FLUID PRESSURE - 60PCF REINF. PER SCHEDULE WATERPROOFING 8" CONC, CM , , o~
REINFORCEMENT SIZE GROUT SOLID. OF~ MAXIMUM P ' ~ti ~ ~ ~~:0~' W Z j i P` • y~o... p~m~
WALL HEIGHT 6 SPRCING, C~C FILTER MEMBRANE ; g'~..•• """"'°•~y / (a0F COURSESI UNBALRNCED ~ O
#8 a9 ~10 ~11 FILL HEIGHT „ SEE SECTION 1 ~ BENJAMlN 8 CONC, CMU FOR ADDITIONAL ' BENJAM'N , H w _j ~
~ ~ v ; ` ~~4 ~2~~ q2~~ ~Z~~ ~Z~~ S~_~~~ 24 MIN, GRAVEL INFORMATION RUSSELL (11 COURSESI c • ~ W. :Em~~ RUSSELL ~ UJ :
A R O U N D F O U N D. I N T E R I O R ~ U~;. g~E-66937 p;' ~ 8'-0" q#E-66937p,=' ~[V = ~
5 6" 7 2" 7 2" ' 7 2" 6'' 3" F~ P~!:~' c12 CouRSES~ WEEP HOLES ~16 O, C. M A X, , F r S T Ei. i.~'. /STEP
8,~Q11 II II 11 II I II • 1 • 0 • 1~I ~ V „ . ~ ~ o ~ . . N ii~ ~ ~1~ " 48 56 72 72 6-11 (13 COURSESI o , ~ 3/4 1 0' 0 pL f• ONp_l-
THRU-WALL ~ , . . , _ ~ ~~"'^~~4,,. e , ~ l,a,,`,. ,,~4.~y y •
WEEP TUBES ' ` ° , ~ ' ` F-0 -0 3 1/2" CONC. RT 48" 0/C . v°~, SLRB BRICK 5~- Q~ r !
~ ~ ' VENEER ' ~ ~ ~ ; ~ CONT, 8 x16 . , ~ . . ; ~ , ~
.~,''o , ~ , CONC, FOOTING . , 6 ; ~ . - ~ ~ ~ • , 6 r ~ r;- r,
~l~f~D~4TION ~,MCH~R SCI~EDIDLE ~ , t • ~ ~ , ~;e ~ ' ' • P o ' 1 1/8" OSB RIM BOARD, t i..:
, . RTTRCH TO MUD SILL WITH :~JOIST PER PLAN ,v
SOIL EOUIVRLENT 2X6 SILL PLATE TO ° 60 4" GRAVEL lOd NAILS ~ 6" TOE-NRILED ! FLUID PRESSURE UNOATION WRLL BRSE FROM OUTSIDE FACE,
RTTACHMENT COMPACTED SOIL , „ , R .
4 HIGH AROUND 1 0 j II , A FOOTING, TYP, MIN, 5 1/2 TO ~ „ r' , I S
~~2" DIR. ANCHOR BOLT ~ 48" o,C, FULL DEPTH I=JOIST BLOCKING ~ 24 O,C, (4" EDGE DISTANCE AND S" MIN. EMBEDI OF REINF, ! 24" t.C.1
45 PCF ~R CONT, 3" DIA, PLASTIC (TYP. ~ BRICKI TIGHT TO RIM `BOARD RND ADJRCENT JOIST. ENT JOIST.
3IMPSON MRSB OR MR815 ~ 24'~ O.C, PERF. DRAIN TILE GLUE 6 NRIL TO PLYWOOD SWBFLOOR W/6-6d TO SUMP 3/4"=1'-0" COMMON NRILS, . .OOR W/6-6d Q
3-lOd NAILS PER ~A.'. BLOCKING, ,
TOE-NRILED, TYP,
1~2" DIR, RNCHOR BOLT ~ 32" O.C. 1 1/8" OSB RIM BOARD, TYPICAL 60 PCF (4" EDGE DISTRNCE AND 5" MIN, EMBEO.I RTTACH TO MUD SILL WIT GRRDE 4" CMU
oR H lOd NAILS ~ 6 TOE-NAILED ~
SIMPSON MRSB OR MAB15 ~ 16" O,C, 8" CMU FROM OUTSIDE FRCE. FOUNDATION ANCHOR,~, BRICK PER SCHEDULE, ` ;
VENEER REINF. PER SCHEDULE SEE SECTION 1 , MAXIMUM MASONRY FOUNDRTION WALL HEIGHT = 8-8 FOR ADDITIONAL ~ ~ .
MAXIMUM UNBALANCED BRCKFILL HEIGHT - 6-11 GROUT SOLID.
INFORMATION SIMPSON MRSB NOT ACCEPTRBLE WITHIN DUBLIN , _ i V ~
GROUT COLLAR JOIST PER PLRN
JOINT SOLID TIGHT TO RIM BD. ~ 1 - R ~ttt
3/4"=1'-0"
5 1/2 TO OF REINF. ~
1. TFIE STRUCTURAL NOTE3 ARE INTENDED TO AUGMENT TF1E DESIGN DRRWING9, SHOULO DISCREPENCIES (TYP, ~ BRICKI 3-lOd NAILS PER JOIST E%IST BETWEEN THE DRFltiJINGS RND THE NOiES. TNE STRICTEST PROVISION 51-Y~LL GOVERN.
z TNE CONCRETE MRSONRY UNIT FOUNDRTION WALL DESIGN IIEREWITH IS BRSED ON ONE AND TWO STORT TOE-NAILED, TYP. 1/2 SHERTHING, TYP. 3/4 T&G FLOOR SHEATHIN( RESIDE~ITIAL CONSTRUCTION WITH LORDS DISTRIBUTED RLONG FOUI~RTION WHLl3~ ? ~ )R SHEATHING
3 SHOULD CONFLICTS ARISE BETWEEN SITE CONDITIONS RND RSSUMED DESIGN CONDITIONS ENGINEER 1 LIB~~ OS8 RIM WAILED AND GLUEDI 4 CMU 80ARD, , SHRLL 8E NOTIfIEO PRIOR TO PROGRESSING WITH WORK, RTTACH TO MU ~LUEDI ~
4, IT IS SOIELY TFIE CONTRRCTOR'S RESPONSIBIL[TT TO FOLLOW ALL RPPLICRBLE 9AFETY CODES R~ D SILL WITH ~cu~aTto~s ouRi~c a~.~ Pr~s~s oF ca~srRUCTioN, FOUNDRTION RNCHOR lOd NRILS ~ 6" TOE-NAILED
5 E%ISTI~NG~WNSTRUC IONWJfDIE ISTING SERVI EG~ L DIMErT1SI0NS AND CONDITION9 RELATING TO TYPICA rr~ st L PER SCHEDULE. FROM OUTSIDE FACE. JOIST PER~PLAN B, THE CONTRFlCTOR SHRLL VERIFY FLL PERTINENT DIMENSIONS WITH THE ARCHITECTURAI ORRWINGS GRRDE TiG~IT TO RIM BD, v
PRIOR i0 PROCEEDING WITH THE WORK REINF, PER SCHEDULE 7, DESIGN ~SED ON 3/4 iGG PLYWOOD SUBFLOOR GLUED f~l0 NAiLED f6d e 17' O,C. RND HEAVY DUT1f 3D. .
CONSTRUCTION ROhiE5IVE1 STRPLES RRE NOT ACCEPTRBLE IN IIEU OF NRILS, CMU GROUT SOLID. HOLD SILL PLATE •
FooTrnGS; , „ , OUT 7IS" _ ~ 3 lOd NRILS PER IST L FOOTINGS TO BE CONTINUOU5 B7flfi CONCRETE FOOTING FDR 8~ cnu oR as sraw~ a~ oRAwr~cs. SEE SECTION 1 PER IST 1-A Q
CONCRETE SHRLL HRVE R MINIMUM 26-DRl' COMPRESSIVE STRENGTH OF f'c=2500 PSL wSSUMEO THIN BRICK APPLIED TOE-NAILED, TYP. RLIOWfaBI.E SOIL BERRING PRESSURE OF Fb=Z000 PSF), FOR ADDITIONRL TYP.
rwsor~r ' INFORMATION <
TYPICAL L MFlSONRY MHTERIPI.S; a MPSONRY CONSTRUCTION RNO MATERIRLS SMRLL COPFORM TO REOUIREMENTS OF RCI GRRDE y
1- /RSCE 6-DS 'SPECIFICRTIONS FOR MRSONRY STRUCTURES" , d HOLLOW RND SOLID LOAD BEARING CONCRETE MASOt~Y UNITS • RSTM C90 - .
C, CMU UNITS TO 8E LR D IN RU~NN~INGE BOIV~E PRRE~ ~soo Psc, 3/4~~~1~'a~
z noR a pSTM C270 TYPE S. ~ FOUNDATION ANCHOR N ANCHOR ' . LL
B. HLLOWRBLE FIELD MIXES (BY VOLUMEI WRTERPROOFING, TYP. PER SCHEDULE. CEMENT-LIME 1 PART PORTLAND CEMENT, OVER U4 TO 1/2 PRRT NYq2RTED LIME. )ULE.
SRND = 2 1/4 TO 3 TIh1E5 THE SUM OF TFIE SEPRRRTE VOIUMES OF CEMENTITlOUS MRTERIfaLLS, ~ MRSOt~RY CEMENT: 1/2 PRRT PORTLAI~ CEMENT, 1 PRRT MRSONRY CEMENT ITYPE N1, 1 1IS~~ OSB RIM BOARD~ „ .
SAND ¦ 2 1/4 TO 3 TIMES TNE SUM OF TFIE SEPARATE VOLUMES OF CEMENTITIOUS MRTERIHLS 5 TO ~ a c~our: ATTACH TO MUD SILL WITH
a RSTM C~76, MINIMUM 28-DRT COMPRESSIVE STRENGTH 2OD0 PSL OF REINF, B. BLOCK RT BEAM BERRING, PILRSTER, HND POINT, LORD LDCRTIONS TO BE GROUTED Sq.ID OR 9DU0 lOd NAILS ~ 6~~ TOE-NAILED
BLOCK FOR 2 COURSES BELOW BEHRAlG FROM OUTSIDE FRCE, (NO BRICKI REINF. PER SCHEDULE G CONSOLIDRTE GROUT RT TIME OF PLRCEMENT SO RS TO fILL ALL VOIDS AND INTERSTICES, JOIST PER PLAN : SCHEDULE
CAN50lIDRTE GROUT LIFTS OF 12" OR LESS BY MERNS OF PUDDLING OR MECNRNICfM. VIBRRTIOK GROUT SOLID, CON50LIDATE GROUT LIfTS EXCEEDING 17' BT MEANS OF MECFY~JICAL VIBRATION AND RECONSOIIDATE _ID. '
AFTER INITIfaL WRTER LOS9 RND SETTLEMENT NAS OCCURRE0. HOLD SILL PLATE FILTER MEMBRANE x_~~3 0. RCCEPTRBLE GRIX1T FIELD MIX~ f8Y VOIUMD 1 PART PORTLRN~ CEMENT. U10 PRRT HYDRRTED OUT ~I S° ,i
ur~, sa~o = z v~ To s rines m~ sun o~ rr+E vaur~ES o~ rr~ c~~nnous rwT~u~s. FULL DEPTH I-JOIST BLOCKING ~ 24" O.C. 8 CONC. CMU o SLUMP TO BE BETWEEN 8" TO SO". ~~a I I 'A~/
STEEL REINFORCEMENT BAR gEOUIREMENTS~ THIN BRICK APPLIED TIGHT TO RIM BOARO AND ADJACENT JOIST. 24" MIN. GRRYEL a ASTM A615, asss - c~ sa GLUE ~ NAIL TO PLYWOOD SUBFLO
B PLRCE VERTICHL REINFDRCEMENT 8RR9 RS Sh~ BRR9 SHRLL BEGIN RT TI1E MAXIMUM SPACAJG OR W/6-6d RROUND FOUND. I R R SFqWN fROM HLL FULL HEIGHT MASONRY WALL Cq~RS. TYPICAL COMMON NRILS. NTE IO
BpqC FILI, GRADE WEEP HOLES 16" O~.A ES 16" co ~
L PROVIDE 24° o~ FRee o~au~,c c~ave~ rure 3-10d NAILS PER EA. BLOCKING, . a. ~ai, cwasr~o • 57 STONE OR EQ) R80VE TOP OF f00TING TOE-NAILED, T ' BY THE WIDTH OF THE DfCAVRTION, YP a ~ fV (V `0./
2. PROVIDE FIITER FRBRIC BETWEEN THE FREE DRRINING MRTERIRI. RND BRCKFILL MRTERIPL HBOVE. THRU'WALL ~ ~ 3 BRCKFILL 24" ABOVE TOP OF FOOTING TO FIt~SF£D GRRDf MAT BE ANY NRTIVE SOIL WNICN IS FREE OF FOUNDRTION RNCHOR W P F=O~-O~~ ~ 3 1/2" I ~ 3 1/2" CONC. V, \ Q
DEBRIS. ORGHN~C TOPSOIL•, RND ROCK9 OVER 6" ~J SIZE BACCKFILL SOIL TYPE SHALL YIELD R SOIL „ EE TUBES e. N W~ ALENT FLUID PRES9URE LES9 THf~J OR EOURL TO THE PRESSURE USED FOR DESIGN OF THE MR50PRY 5 TO PER SCHEDULE. RT 48~~ O/C ~ o~' ' SLAB ~ ~ . • ~ ~ ~ . SLAB ~
. UNDRTION 4JALL3 TO 8E PROPERLY BRRCED PRIOR TO BHCKFILLING OPERRTION. BRRCES ARE TO REMRIN ~ e,~ o,~, o, , ~ o OF REINF. ' ~ IN PLHCE UNTIL SUCFI TIME TFIRT THE FRAMING FWD FLOOR DIfirPHHRRGM ARE IN PLHCE R N D T H E M Fl S O I~ R Y 0
CONT, 8"x16" ' ~ ~ ' ~ ~ WRLL IS BRACED PER PLRN. (NO BRICKI REINF, PER SCHEDULE a,„ ~ . , ~
,,rooo FRar,m~ GROUT SOLID, CONC. FOOTING , • , , ; . , " ~ , , , , ~ , , L FLOOR JOIST MEMBERS TO BE ENGI~ERED I-JOIST WATERPROOFING S° CON ~'0.' P~/~ ~ .
C. CMU . . . ; , . , 2 NRILS ARE BOX TYPE 10.131'DIAJ UNLESS NOTED OTHERWISE. TOE•NRILED CONNECTIONS TO BE PER ~~'~;r,i; p ii 2001 RF6PA ND5 REOUIREMENiS . 00 4 GRA1
FOUNDRTION ANCHOR9; BRSE 00 4" GRAVEL ? BRSE ,
1, MUD-SILI STRAPS INSTHLL PER SCHEDULE FlBOVEdSTRINLESS STEEL OR GIBS GALVRNIZED IF USED WITH SEE SECTION 1 COMPACTED SOIL PRESSURE TREATED LUMBER) FOR ADDITIONAL 4" HIGH RROUND 1-0 ~ ~
2. RNCHOR BOLTS 1/2" DIAMETER~WITH 5" EMBED, GROUT SOLID. A,B TO PROJECT 2 1/2" RBOVE TOP OF INFORMATION FOOTING, TYP MIN, W
FOUNDRTION WALL. BENT BRR (L OR J1, FIEX HERD, OR PL.RTE HEAO RRE RCCEPTABLE (STAIM.ESS STEEL OR GS85 GRLVANIZED IF USED WITH PRESSURE TRERTED W
~ CONT. 3" DIA, PLRSTIC
PERF. DRAIN TILE 3/4"=1'-0" 3/4~~_i~_~~ (f
, ~ ,
59'-8"
~ 17'-7" I
31-5 10 8 - - - - - - - - - - - - - ~ I w cn, REV.
I ~ I ~
~ ~ I _ ~ ISSUE DATE: = 09/30/98
o ~ I, „p o ~ REVISIONS:
o ~ I , ~ .0 ' H I ~ I F' ~ ~ :E:
FOOTING AND COURSE HEIGHTS ~ I I ~ - - - - - - - - - - - - - - - - - - - - - ~ o0 HAVE BEEN RDJUSTED W8x10 STEEL BERM ~ m m
° ~ rn ~ ~ 9-10 LONG ~ rn ~ rn 2 -4
~ I I ~-------------I--------, ~ ~ ~
~ I CRS. 12 ~ I
CRS. 12 I ~ 375
I
~ I ~ r I , ~ I , B.T.
~ I I ' 5/21/07
~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ d. _ ~ ELEC, SERV, PRNEL- I
I ~ ~ ~ LOCRTION MRY VARY ~
~ ~ _ I ~ 3 1/2 O.D. RDJ. io ~ I
~ _ ~ , I I SUMP PUMP STEEL COL, (SCHED. 40l ~
~ LOCRTION ON 36 x36 x12 POURED ~ Tr 'T
, ~ MRY VRRY _ CONC. FTG, 2 2" O.D. RDJ. ~ I ~ ~ 3 1/2 O.D. ADJ, ~
o~ ~ I ' STEEL COL, (SCHED, O) ST L,COL. (SCHED, 40l ~ I N ~i c~v~ ~ ON 36"x36"x12" POUR ON 4"x48"x16" POURED I I~
~~'I ~ BERM SPLICE ONC. FTG. CONC. FTG. ~
/ ~ 11 I ~ , ~ LOCATION - SEE ~ ~ _
~ ~ DETRIL SHEET ~ I~ i o0
~ ~ 2'-0" I I m i N I ~ ~
m ~ ' ~ I I ~ ~ ~ ~ I I I I ~RS, 12 ~ ~ . ,
CRS. 12 ~ ~ i i i
- ~ W8z13 STEEL BER ' ' ' ' W8x10 STEEL BEAM _ I _ _ ~ C0 - ~ ~r - - - ~ - I ~ -7 LONG ' 29 i i , Q 9 -3 LONG i s
~ 2 ~ ~ ~ I I F. ~ ~ ~ ~ ~ r~ :~.~5 , 4 I _ g~ ~ 4T
I ig'-g~~ L ~ ~ _ J 15'-2" ~ - - - ~ 15'-8" ~ ~ 12~_4~~ ~ ~ k~
= I b . r~ o ~ ~ I I ~ ~ ~I
- I ~ ~ ~ , ~ I I r` J
I I t \ ~ - ~r-r~ r~ r~ r ' . ~ ~ + ~ i~ I
I i I I I I I I ~ I I ~ _ ~ ~ ' ~iiiii U 1 ~
° _ r ii \ ~ ~ ~ ~ ~ ~ , ' _ " - ~ I 3 1/2 CONC. SLRB OVER ~ i ~ ~ 00 ~ - I _ ~
m ' ~ ~ VRPOR BRRRIER AND i ~ ~ ~ ~ ~ ~ I Im ~ N in N ~ ~ N 1 m ~ ~ i ~I_ 1~I_ L J
~ I 4 GRRVEL BRSE ~ I o 3" O.D. J. i i s ~ • t; ~
~ ' GRJ ~ ~ ~ STEEL COL. I I
~ ON 36"x48" ' POURED I ~ ~ o F.D. I I o
- ~ CANTILEVER ONC. F. , p ~ ~ ~ I I
I ~ STEEL BERM 6 ~_-0- , I • I I
~ I ~ ~ , ~ ~ i CRS, 12
c~ ~ i ~ ~ W8x10 STEEL BERM ~ ~ _ ~ _ _ ~ ~ ~ i - - I i i i i i i 38 8 LONG i i ~ i i ~
I ~ I I I I ~ ` I I FLUE ~ ~ I I
CRS.12 ~ i i ~ ' ~ I I ~ W x15 STEEL BEAM _ ~ 11-11 8- 12-4 ~ oo Y OPTIdNRL EXTRR EXTRA
~ 20'-11" LONG i 6 2 I~ N i i I ~ c~o
i ~ i ~ ~ i ~ I I ~
i '-1 //I I /L• I II L~~ J OI_~II I I~ 1 M 10 9 ~ i
_ ' I ~ ~ IN N )E-LOAD
~ h 3 1/2" O,D. RDJ, m~ 3 CAR SIDE-LOAD ~ ~ ~I 00 L COL. (SCHED. 40l ' ~ ~ N ~ N I~ti ~ STEE , , SEE RIDER SHEET
~ ~ ~ a 12" BLO - ON 36 x36 x12 POURED ~ I' 2 SHEET
~ ~ I p ~ , 3 1/2 O.D. A J, ~ CRS 13 CONC, FTG, ~ ~
~ ~ bo ~0 STEEL COL ~ ~ I ~ (SCHED. 40l _ _ I _ ~
l~ r - - - - - ~ ~ ~N X4$ X I ~ _ v
° ~ 16" POURED o ~ ~ ~ U
~ r-- - m CONC, FTG. _ ~ o H
I I I I , - I ~ I (V
: „0 I = ~ I ~ ,0 I ~ SL 8 OVER _ ~
. - ~ - ~ _ ~ N F u~ I M a 0 o
I ~ I ~ I I z
' ~ I I r~ ~ CRS.13 I i~ ~ I
~ ~ I ~ - I ~ , r _ _ _ _ ~ I I = - - ~N ~ - - - - - - - - - - - - - - - - - - - - - - ~ L - - _ - - _ _
~ - - - - - - ~ uP iiz cRS, ~ ~
8'-91/2" S'-4" 6'-111/2" 6'-0" 6'-111/2" 4'-111/2" z
W
~ , UNEXCAVRTE ~ ~ ~ 4" CONC. SLRB W/~3 I I~~S~ 4" CONC. SLAB OVER I I ~
REBAR 16" O.C. BOTH WRYS ~ A-, 4" GRRVEL BRSE ~ W
OVER 4" GRRVEL BASE CI~
NOTE; ~ ~
RLL FOOTING DESIGNS BASED ON I I I I AN ASSUMED RLLOWABLE SOIL ~ ~ ~ m ~
BEARING PRESSURE OF 2000 PSF ~ ~ Y OPTIONAL EXTRR ~ ~ ~ ~
io -
~ ROUGH IN ONLY ~ ~ ' ~ ~ cv FOUNDRTION REINFORCEMENT o ~ ~
PER ATTACHED DETRIL SHEET ' ~ COMPLETE BATH N ~ D
I ~ h
~ ~ 12" gLOCK AT I o ~ CRS. 10 ONLY ~ N ~
~ ~ FOR SLRB SUPPORT ~ W
~ I (TYP.I ~'A, I ~ ~ I ~ O
~ SCALE; 1/4"=1'-0" I ~ ~ I ~ O
~ I ~ ~ ~ 16`, ~ ~
' ~ I APP~OV~D ` PIANS MUS Musr BE aN
! I SITE T B~ 0~ ~ ~ , FORALL
; ~ ~rvs~~crio . I 2p _g I NS~ ~ 39 0 ;CTIONS.
~ I ~ ~ ~ ~ Lf)
~ I ~ ~ ~ I W c4--
~ ~ ' ~ ~ , I W p
- - - - - - - - - - - - - - - - - - - - ~ ~ I ~ - -
S I
~ COLUM 1 I COLUMBUS ~ N
il