08200140 Permit File+ CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to certify-IbAt'
described below and
ADDRESS: WIgSwi t-r
BY:
N
PERMIT
I the residence
r occupancy.
NO.. qV4914-0
4m
FINAL INSPECTION DATE: "7 3<<uvS
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
REINSPECTION FEE FORM
Return this form and fee cif $1 06.09 to 5800 Shier Rings Rd.
Address: ?'q3o A1J4 L-o w+ C1 Permit No. 714'0
Type Inspection: E?L E(fj' i Date -7
Reason for disapproval:
-?
; TE O 5 u
1 r'
`-? 1?r-X) ? '`'CJ
Inspector
Fees must be paid prior to reinspection. Inspectors will not accept payments of any kind.
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r? CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Phone: VITDD 614-410-4600
Division of Engineering Inspection Line: 614-410-4680
Fax:614/761-6506
PLEASE PRINT ALL INFORMATION
Applicant: ^ Company:
Site: 5qb V?/tn5?ok( c,-r
(Provide Detail Plot Plan of Lot) (
Lot No: ? Application No: ,?-?l? Subdivision: ?ta? Q Bc1 (tGthrAe_.
VNo Violations/Inspection Approved
°-----...
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
U Vioiatians/Disapproved ? Approved For Conditional Occupancy
? 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: rJrie-SzA?aC??K ?inE; i??vlatn?`?c b,
?10. Adjust Manhole to grade (Sanitary/Storm)
Li11. Rebuild Manhote Throat (Sanitary/Storm)
(Qrd. 59-74, Sec. 51.04)
?12. Improper Grading
(ard. 7-75, Sec. 150.040)
?13. Glean Street/Clean Sidewalk
(Ord. 7-75, See. 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)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
11?%ea, n-t-
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector:
Re-Inspection:
Inspector:
DO NOT REMOVE THIS SHEET FROM SITE
? Approved ? Disapproved
? Conditional
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
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=? ? As of 7/29/0e
999.9 = Elev. Per. Plan.
#5930 999.9 = Elev. as checked in field.
Winslow Court (60' R/W)
Soil Class = Type 2
Note: Soil information was
taken from County Soil Survey.
Zoning Officer Approval Date:
Lot No. 12 lies within Zone(s) X
as designated on the FlRM Map No.
39049C0108G dated08/02/95 .
*Elevations are per Sovereign Homes.
Revistons
01/25/08: Rsv. houes
02/13/08: Rev. house
03/7/08: Rev. Garage Dimeroiona
MIIDISON 11
*Stabilized Construction Entrance
Note: Builder shall comply
with all Erosion Control and
Tree Protection Measures.
LOT.• 1z
Glade at Ballentrae
Plat Book 110, Pegea 29-90
The City of Dublin
for
/
4vn
HO6MM
wsnawvrouvScale: 1 "=S0' Jenuary 2008
1 hereby certify that the grade elevations
shown on this plat are the result of an
"as built' survey pertormed on 7/29/08.
Non-Sod Area = Full Sod S. Yard
Sod Area = 1691 S. Yord
Lot Area ffi 18111 . Feet
Drivewa Areo = 887 S. Feat
A roach alk 6" = 254 S. Feet
Sidewalk Area = 297 S. Feet
Structure Area a 2912 S. Feet
Lot Covem e= 16.1 9.
;
. Stantec ConaWtfng, Inc.
'
. 1249 DaLLa Rwd
Cofumbnay 03to 43816
P801M (814) 4W-I987
? raz (eis) 4W-104e
Nots: On{y a aftnstnns !a sMt
,b.u ae oon.aaarea .a ofidnal.
No
nananuaa??ewi??c.cwg io JW 29, 2008 - 2:24:57pm dgrubb ?
?- .-? 7??/08 ° D
ROIn._I
CITY OF DUBLIN
Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016
Inspection Requests: (614)410-4680 Telephone: (614)410-4670
SUBCONTRACTOR Dt'SCLOSURE
Application Number: 08-200140
Project Address: 5930 WINSLOW CT
General Contractor: SOVEREIGN DEVELOPMENT CORP.
Telephone: (614) 457-7230
All registrations must be current through the issuance of a Certificate
of Occupancy, including insurance and all applicable State
Certifications.
TYPE NAME DUBLIN REG. # (required)
EXCAVATION
?•, v 3? C. Q a-?
ELECTRIC
C 1?` e L r Q
HVAC
PLUMBING
?0.?0 ? o%- aa
CONCRETE
LANDSCAPING
SANITARY SEWER
? ?0'xre ?? ? q?ts ? ?. Og - `1 ?
The General Contractor is required to provide a completed copy of
the above information to the Building Official at the time of the
Certificate of Occupancy inspection.
02/13/2608 11:10 614-241-2080 EDWARDS PAGE 03
?
Architect,xral Review Cornrnittte
Plan. Apptov'a1 Notification
Section: Glade Date: 02/13/08
Lot Numbes: 12
?
A.cidress: 5930 Winslow conrt
Buildez: Sovere'-? Dcvelo ment Co .
Plan.s for the abave referenced Lot have been reviewed by the $allantrae Architectural
Re-vievv Committee fox compliance with:
¦ .A,rr,hitectural Diversiry Standasd
¦ Exterior lviaterials Usage
¦ Front Yazd Set Back Requiremenits
o Site Plan Requirements
plans axe approve.d as submitted for the above referenced elements.
¦ No I Further Appxovals ReQuired
CI Additi.oual App=ovals Required as Follows:
Appxowal Ce " ed by: .
?
Charles P. Dri.scoll, Member
Plans zeviewed by Axchitectu=al Review Committee mexnber
¦ Ge Bird A.rchiracr, Bird-Xouk sad Assacistes
¦ Deborsb Rruilc-Goodw.ia, Ed.v*rds Galf Comm?nice.S ?C ?' '
w.erds, ?dwarda GolfCovam?rnides, I.LC ?ger.ryReed, Iandsc?ape:r?irecc, Myers Schmilenbergec
O PecuEd? s
N ChArles p• Driscall, Edwsrds Golf Communitie9, LLC D Mfch?e/ F.ire, .Gandsca,pe Architecr, b?rd I?'vUIC & t?ssoci9rr
D Bri= JCaae jones, Archirccr
pa4 d Reerau:tial Golf Community
?
k.
. ??cy? ?
GREAT LAKES REGION
6460 BUSCH BLVD., SUITE 200 COLUMBUS, OH{O 43229
PHONE:614-781-5840 - .
FAX: 614-431-3377
.... ?, : ? ... .... HOWDO?.... . .,.. ,:...,, .... ,?...
TimberStrand@ LSL Headers
3 V2" .
Compare to SPF #2 ? ?
Maximum Rough Opening Size
Header 31-6" 41_611 71_011
;2)2x6 31/21 1 x43/8" 31/2"x43/8" 31/2" x51/2"
;2) 2x8 31l2" x 4 318" 3 1/2" x 5 1/2" 3 1 l2" x 71/4"
(2) 2x 10 3 1/2" x 5 1/2" 3 1/2" x 5 1/2" 3 1/2" x 7 1/4"
(2) 2x12 31/2" x 7 1/4" 3 1/2" x 7 1/4" 3 1/2" x 7 1/4"
.. ? GE ERAL N_ _Q_T_ES_- . ., . - . .
1) The TimberStrand ? LSL header sizes indicated have the capacity to
supporf fhe maximum allowable uniform load of fhe SPF #2 header for
the -rough opening sizes shown. . 2) Chart is based on uniform floor or roof loads and simple spans only.
3) Chart assumes lateral support of the header compression edge at
intervals of 24" o.c. or cioser, as well as at all bea(ng points.
4) Deflection criteria: U240 tota( load, U360 live Ioad. TimberStrands LSL
members 7 1l4" and less in depth are limited to a max deflection of 5/96".
5) For other conditions, refer to the TimberStrande LSL Header design
{iterature or contact your.Trus Joisf representatiye. .. . .
ALLOWABLE DESIGN STR ESSES ( 100% Load Duration l
3 1/2" TimberStrande LSL SPF #2
- Modulus of Elasticity E= 1,340,000 psi 1,400,000 psi
Flexural Stress Fb = 1700 psi 875 psi
Shear Stress Fv = 400 psi 70 psi
Compression perpendicular Fc = 680 psi 425 psi
to grain parallel to wide .
face of strand s
ROBEFIT
i'EAWJS
E43351
Ai.
T i Q/7117f1f11 mm
D k-2 d 0 iYo
,
REScheck Software Version 4.0.1
Compliance Certificate
Project Title: Lot 12 Ballentrae
Report Date: 01130/08
Data filename: \\Shsrv01\Public\Company Shared Folders\Operations DepartmentlModel Energy Code\2006 IECC Poured Wall
Template 1.rck
Energy Code: 2006 IECC
Location: Dublin (Franklin), Ohio
Construction Type: Single Family
Builidng Orientation: Bldg. faces 264 deg. from North
Conditioned Floor Area: 5059 ft2
Glazing Area Percentage: 12%
Heating Degree Days: 5719
Climate Zone: 5
Construction Site: Owner/Agent: Designer/Contractor:
5930 Winslow Ct. Sovereign Development Corporation Sovereign Development Corporation
Dublin, OH 43016 4100 Horizons Drive 4100 Horizons Drive
Sulte 206 Swte 206
Columbus, OH 43220 Columbus, OH 43220
614-457-7230 614-457-7230
cdavidsonC?sovereignhomes.com cdavidson@sovereignhomes.com
Blown Ceiling: Flat Ceiling or Scissor Truss: 1474 36.u u.u
Exterior Cantilevers: All-Wood Joist/Truss:Over Outside Air: 13 19.0 5.0
2x4 Front Wall: Wood Frame, 16" o.c.: 969 13.0 5.0
Orientation: Front
Front Windows: Vinyl Frame:Double Pane with Low-E: 88
SHGC: 0.30
Orientation: Front
3068 Front Door: Solid: 20
Orientation: Front
Sidelight: Glass: 14
SHGC: 0.33
Orientation: Front
2668 Garage Door: Solid: 17
Orientation: Front
Front Basement Wall: Solid Concrete or Masonry: 367 0.0 5.0
Orientation: Front
Wall height: 63
Depth below grade: 6.3'
Insulation depth: 6.3'
Front Crawl / Lower Level Wall: Solid Concrete or Masonry: 21 0.0 5.0
Orientation: Front
Wall height: 2.7'
Depth below grade: 2.7'
Insulation depth: 2.7'
Front Above Grade Foundation: Solid Concrete or Masonry:No 30
Insulation:
Orientation: Front
2x4 Left Side Wall: Wood Frame, 16" o.c.: 796 13.0 5.0
Orientation: Left Side
Left Side Windows: Vinyl Frame:Double Pane with Low-E: 47
SHGC: 0.30
Orientation: Left Side
2x6 Left Side Wall: Wood Frame, 16" o.c.: 165 19.0 5.0
Orientation: Left Side
Lot 12 Ballentrae
YO
53
0.320 28
0.160 3
0.320 4
0.150 3
31
2
10
48
0.320 15
8
Page 1 of 7
Left Basement Wall: Solid Concrete or Masonry:
Orientation: Left Side
Wall height: 6.3'
Depth below grade: 6.3'
Insulation depth: 63
Left Above Grade Foundation: Solid Concrete or Masonry:No
insulation:
Orientation: Left Side
Glass Block Window: Other:
SHGC: 0.58
Orientation: Left Side
2x4 Back Wall: Wood Frame, 16" o.c.:
Orientation: Back
Back Windows: Vnyl Frame:Double Pane with Low-E:
SHGC: 0.33
Orientation: Back
Back Glass Service Door: Giass:
SHGC: 0.33
Orientaaon: Back
2x6 Back Wali: Wood Frame, 16" o.c.:
Orientation: Back
Back Windows: Vinyl Frame:Double Pane with Low-E:
SHGC: 0.33
Orientation: Back
Back Basement Wall: Solid Concrete or Masonry:
Orientation: Back
Wall height: 63
Depth below grade: 6.3'
Insulation depth: 6.3'
Back Crawl / Lower Level Wall: Solid Concrete or Masonry:
Orientation: Back
Wall height: 2.7'
Depth below grade: 2.7'
Insulation depth: 2.7'
Back Above Grade Foundation: Solid Concrete or Masonry:No
Insulation:
Orientation: Back
Basement Egress Window: Vinyl Frame:Double Pane with
Low-E:
SHGC: 0.33
Orientation: Back
2x4 Right Side Wall: Wood Frame, 16" o.c.:
Orientation: Right Side
Right Side Windows: Vinyl Frame:Double Pane with Low-E:
SHGC: 0.30
Orientation: Right Side
2x6 Right Side Wall: Wood Frame, 16" o.c.:
Orientation: Right Side
Right Crawl / Lower Level Wall: Solid Concrete or Masonry:
Orientation: Right Side
Wall height: 2.7'
Depth below grade: 2.7'
Insulation depth: 2.7'
Right Above Grade Foundation: Solid Concrete or Masonry:No
Insulation:
Orientation: Right Side
Fumace 1: Forced Hot Air: 92 AFUE
Air Conditioner 1: Electric Central Air: 13 SEER
292 0.0 5.0 25
61 17
11 0.530 6
392 13.0 5.0 16
119 0.320 38
18 0.360 6
423 19.0 5.0 17
90 0.320 29
216 0.0 5,0 18
21 0.0 5.0 2
67 17
16 0.320 5
470 13.0 5.0 26
60 0.320 19
342 19.0 5.0 17
51 0.0 5.0 6
51 17
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2006 IECC requirements in
REScheck V sion 4.0.1 a?to mpl wit?themandator, requlisted in t heck Inspection Checklist.
: 0
Na e- T?e Signatu Date
Project Notes:
._.__., ?,,,._..?.?._.,..._.,.??.???_??.......e..?_.?._..,?_?____ ___.,.?,..A_ , ._.... __...... ?..__...... _ .
Lot 12 Ballentrae Page 2 of 7
O8?-,2oo/yv
SOVEREIGN HOMES
LIGHT VENT SCHEDULE
LOT 12 GLADE AT BALLANTRAE
5930 WINSLOW COURT
DUBLIN OH 43016
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GREAT ROOM 3-3060 SH 324 25.92 42.21 12.96 20.04 N_ __ __ NA ; NA
3-3040 FIXED 28.14 NA N NA NA
DEN 3460 SH 126 10.08 15.75 5.04 7.47 N NA : NA
DINING 3460 SH 138 11.04 15.75 5.52 7.47 N NA , NA
-- ----
KITCHEN/DINETTE 2868 DOOR 321 25.68 12.84 16.36 Y NA ; NA
--- --
3060 SH TEMP 14.07 6.68 Y NA NA
3-3060 SH 42.21 20.04 N NANA
3038 SH 7.96 3.6 N NA NA
MASTER BR 3-3060EG SH 292 23.36 42.21 11.68 20.04 N 30 5/16 6.68
F
BR #2 3450EG SH 140 11.2 12.88 5.6 6.02 N X 24 7/16" 6.02
35
BR #3 3450EG H 168 13.44 12.88 *Y 6.72 6.02 Y N X 24 7/16 6.02
BR #4 3450EG SH 147 11.76 12.88 5.88 6A2 N X 24 7/16" 6.02
MASTER BATH 4030 SH TEMP NA NA NA Y NA Y j Y_ NA NA
FAMILY ROOM-LWR LVL 4-3050EG SH 462 36.96 46 18.48
---- _ 22.92
----
, i N' 31 3/4" X 26 5.73
_ _
*SWITCHED CEILING LIG HT PROVIDED i I
2/13l2008 Page 1 MADISON 11-27084 12BT.xls
vg- 2do l y0
RIGHT-J LOAD AND EQUIPMENT SUMMARY
Entire House
AIRTRON HEATING & AIR CONDITIONiNG Job: 02-07-08
1380 MCKINLEY AVENUE, COLUMBUS, OH 43222-1117 Phone: 614274-2345 Fax: 614276-5767 Email: airlroncol(acopper.net Web: www•them'rostat.com
' • - o •
For. SOVEREIGN HOMES
MADISON REVISED 02-07-08,
. Weather. Columbus; infl Airport, OH, US
Winter Deslgn Conditions .? ';? Summer Design Conditions
Notes: BUILD.FACES MAX.GAIN,GLASS DBL.LOW[E],
BASEMENT WALLS R5,FRAME WALLS R19,
CEILINGS R38, .
,. ??a a q ?, s o C?
D- g . .
Outside db ?F
Inside db 75
Design TD 75 °F
Heating Summary
Buiiding heat loss 66078 Btuh
Ventilation air 80 cfm
Ventilation air loss 6600 Btuh
Design heat load 72678 Btuh
Infiltration
Method Simplified
Construction quality Best
Fireplaces 1
Heating Cooling
117
Area (ft') 5117 5
Volume (ft ) 34098 34098
Air changes/hour 0.40 0.20
Equiv. AVF (cfm) 228 114
Heating Equi pment Summary
Make
Trade
Efficiency
Heating input
Heating output
Heating temp rise
Actual heating fan
Heating air flow factor
( 92.0 AFUE
0 Btuh
0 Btuh
0 °F
1600 cfm
0.024 cfm/Btuh
Space thermostat
Outside db 95 °F
Inside db 75 °F
Design TD 20
N1 °F
Daily rangue
Relative hmidity 55 %
Moisture difference 24 gNib
Sensible Cooling Equipment Load Sizing
Structure 34805 Btuh
Ventilation 1760 Btuh
Design temperature swing 3.0 °F
Use mfg. data n
Rate/swing multiplier 1.00
Total sens. equip. load 36565 Btuh
Latent Cooling Equipment Load Sizing
Intemal gains 1150 Btuh
Ventilation 1306 Btuh
Infiltration 1859 Btuh
Total latent equip, load 4314 Btuh
Total equipment load 40879 Btuh
Cooling Equipment Summary
Make
Trade 4.OTON
33493CUFT
2.86ACM
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual cooling fan
Cooling air flow factor
13.0 SEER
0 B#uh
0 Btuh
0 Btuh
1600 cfm
0.046 cfm/Btuh
Load sensible heat ratio 89 %
Bold/ftaltc values have 6cen manually overrtdden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
wrightsoft Right-Sufte ResldenUalTM 5.0.66 RSR28272 2008-Feb-0714:31:23
jCCK C:WIy DocumentslWrigMsoft HVAC\DUECKER'08\SOVEREIGNVnadtson revised 02-07-08.rsr Page 1
RIGHT-J SHORT FORM
Entire House
? AIRTRON HEATING & AIR CONDITIONiNG Job: 02-07-08
1360 MCKINLEY AVENUE, COLUMBUS, OH 43222-1117 Phone: 614-2742345 Fax: 614276-5767 Email: airtroncol@copper.net Web: www.thertnostat.com
For: SOVEREIGN HOMES
MADISON REVISED 02-07-08,
D- • • •
Htg Clg Infiltration
Outside db (°F) 0 95 Method Simplified
inside db (°F) 75 75 Construction quality Be 1
Design TD (°F) 75 20 Firepiaces
Daily range - M
Inside humidity 55
Moisture difference (gr/ib) - 24
HEATING EQUIPMENT
Make
Trade
Efficiency 92.0 AFUE
Heating input 0 Btuh
Heating output 0 Btuh
Heating temperature rise 0 °F
Actual heating fan 1600 cfm
Heating air flow factor 0.024 cfm/Btuh
COOLING EQUIPMENT
Make
Trade 4.OTON
33493CUFT
2.86AC/H
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual cooling fan
Cooling air flow factor
Space thermostat
13.0 SEER
0 Btuh
0 Btuh
0 Btuh
1600 cfm
0.046 cfm/Btuh
Load sensible heat ratio 89 %
ROOM NAME Area
(ftz) Htg load
(Btuh) Clg load
(Btuh) Htg AVF
(cfm) Clg AVF
(cfm)
UNFINISHED 1262 15024 3295 364 151
FAMILY 536 6635 3813 161 175
PDR 41 438 115 11 5
CLOSET 23 446 127 11 6
DINETTE 132 6678 5374 162 247
GREAT 580 4605 4445 112 204
BED#1 285 5323 2626 129 121
LAUNDRY 60 117 69 3 3
BATH#1 156 2192 1118, 53 51
CLOSET#1 55 310 127 8 6
1/2 BATH
FOYER 27
166 0
3913 0
1377 0
95 0
63
DEN 120 2187 1264 53 58
DINING 138 2309 1303 56 60
KITCHEN 182 1132 1906 27 88
BED#2 138 2200 1051 53 48
nr •f'f [l f2t'. F'i 4
I.LVSt I;fL LJ cr-v vv
Bo/d/kallc vaJues have 6een manually ovenldden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
A:. wrlightsoft Right-Sulte ResidentialTM 5.0.66 RSR28272 2008-Feb-07 14:3123
)m C:UNy DocumentslWrlghtsoft HVAC\DUECKER'06\SOVEREIGNUnadison revised 02-07-08.rsr Page 1
ABOVE GREAT 651 56yu 155s3 ioa 104
CLOSET#4 28 451 157 11 7
BED#4 163 2141 944 52 43
ABOVE FOYER 88 1365 908 33 42
BED#3 161 2317 998 56 46
CLOSET#3 25 229 85 6 4
HALL BATH 75 146 86 4 4
Entire House d 5117 66078 34805 1600 1600
Ventilation air 6600 1760
Equip. @ 1.00 RSM 36565
Latent cooling 4314
GAA7 An070
?ann
?ann
( V I HL%3 :7 I I / I cv r v
Bold/ftalic values have been manualiy overrldden
Printout certified by ACCA to meet all requirements of Manual J 7th Ed.
c. wrightso-Ft FU9ht-Suite ResidentialTM 5.0.66 RSR26272 2008-Feb-0714:31:23
?m CAMy DocumerrtslWrightsoft HVACiDUECKER'061SOVEREIGNVnadison revised 02-07-08.rsr Page 2
(D 8-- 20 v Pyo
Systems Description Form (Example 1)
Job site 1 Z -?> -\
Y "
Address: nS??? ?ur--?-- Contractor"??.V??? 5?\ ?4vv?A-S,
WORK TYPE : ?] NEW L lREPLACEMENT
?HEATING, VENTILATION & AIR CONDITIONING SYSTEM DESCRIPTIONS (select items as
tistea)
1. Furnace location: Baseme&ar Garage Attic Other
2. Water heater location: e Garage Attic Other
3 Condensing unit location: Side yard (left) (right)
4. Furnace / water-heater capacity: BTU's
5. Fuel type: G'I1aura1_9as= L.P. Electric
6. Furnace AFUE rating: 80%
7. Ductwork type: t metal ct board
8. Air conditioner capacity: on
9. Air conditioning SEER rating: 11 12 13 14 15
10. Location of gas meter Front yard Rear yard Side yard) (left) (right)
11. Location of vent terminat' ns for: .
(Dryer: front/rear ide yar_y,other )
(Furnace: front/rear si e yard/other
(Water heater: front ea /side yard/other )
DT.TTM'RT11Tf_ CVCTF.M TfF.CC`R'CPT20N
(write ia number of fixtures below)
Description Couat Description Couat Description Count
Water closets Dishwashers / Sewage grinders
Lavatory sinks Garbage disposals / Bidets
Whirlpool tubs Drinking fountains -^ Laboratory sinks -,
Hot tubs Urinals --- Hot water dispensers ?
Showers 3 Shampoo bowls -- Water heaters
Floor drains Grease/oil intercept -' Backflow devices \
Laundry tubs Floor sinks - Washers automatic 1
Seleat size below for building maia draia: Sump pumps ?
3 inch 4 inch 6 inch
8uildiag water service size: '/a inch 1 inch 1Y4 inch 1 lh inch 2 inch
8uildiag water service type: copper pvc/plastic
L'_T.F('TRT('HT. CV_'?''TF.M nFGCRTPTiON (earite in sizes reauired and select items listed below)
Underground service [V1 Single phase [ v1 Three phase []
Number of 120 volt
Overhead service [ ] circuits: o(
Number of 240 volt
Service conductor size: o circuits: y
Service size: ? ?? ?•?
Service conductor type: luminqrrjU (copper)
Grounding electrode Service locatio :
conductor size:
Grounding electrode
conductor type: (aluminum) opper) Attach load calculatioas per NEC 220
Approved by Date
D S-- .Z v
Excel Electrical Contractor, Corp.
7484 Reliance St. Worthington, Ohio 43085
430-0712 430-0714 fax
2/14/2008
Builder: Soverei n Homes Pro'ect #:
Lot / Subd: 12 allantrae Munici ali : Dublin
Address: Munici ali ermit #:
Model: Madison II
This load calculation worksheet is a result_of the formula used in the 2002 N.E.C.
- III.Optional Calculations for Computing Feeder and Service Loads.
- Article 220.30 Optional Calculation - Dwelling Unit.
- This optional method given in 220.30 applies to a single dwelling unit, whether
it is a separate building or located in a multifamily dwelling.
Sauare footaae:
bsmt: lower lev main lev upper lev Ttl: sqft: Watts:
1468 667 2059 868 5062 3
- Artic?e 220.30 (13)(2) General Loads. The floor area for each floor shall be
computed from the outside dimension of the dwelling unit. The computed
floor area shall not include open porches, garages, or unused or unfinished
spaces not adaptable for future use.
Portable appliances:
Kitchen circuits 110 volt
Microwave
Washer
Laundry
Trash compactor
Whirlpool
3 1500
1 1500
1 1500
1 1500
1500
1500
Fixed or stationarv appliances:
Sump pump
Dryer 240 volt
Range 240 volt
Cooktop 240 volt
Oven 240 volt
Dishwasher
Disposal
Hot water 240 volt
Sauna
Hot tub
1 1176
1 5000
8000
1 8000
1 8000
1 1200
1 1176
4000
5000
83000
Total general load (watts) ........................................:................. +
Less 100% of the first 10,000 watts ............................................. -
Remaining watts ...................................................................... _
Remaining watts at 40% ...........................................................
Larqest HVAC:
Heating
Cooling
? ?
Total:
15186 ?
I
I
I
I
I
I
4500 I
1500 tl
1500 0l
1500 ti
an
I?
I
1176 g?
5000 e?
n
l
8000 e1
8000 ri
1200 el
1176 ??
1
II
ol
al
48738 dl
10000
38738
15495
12000
100% of the first 10,000 watts 10000
Remainin 40% 15495
Lar est HVAC load 12000
Total load watts / 240 volts 156
AM PS
0 ?--2oo'(ya
#n?-TimberStrande
. . ? . . . •???????r?/.TM .
How. Do
3 112" TimberStranda LSL Headers:?::
Compare to SPF #2 ?
Maximum Rou h Openin Size
3,_6° 49 6" 971-011 ???c
3 1/2" x 4 3/8" 3 112" x 5 1/2" 3 1/2" x 7 1/4"=
3 1/2" x 5 1/2" 3 1/2" x 5 112" 31 /2" x 7 1/4" 31/2
ff(3)2
"x7114" 31/2"x71/4" 31/2"x85/8" ? ?? " '
(3) 2x12 3 1/2?? x 8 5/8 31 /2?? x 8 5/S?? 3112" x 8 5!8
[,FNFRAL NOTES • 1) The TimberSfrand (D LSL header sizes indicated have the capacify to
support the maximum allowable uniform load of the SPF #2 header for
the rough opening sizes shown.
2) Chart is based on uniform floor or roof loads and simple spans only.
3) Chart assumes laterai support of the header compression edge at
intervals of 24" o.c. or cfoser, as well as at all bearing points.
4) Deftection criteria: V240 totai load, V360 live load. TimberStrandID LSL
members 714and less in depth are limited to a max deflection of 5/16".
5) For other conditions, refer to the TimbecStrande LSL Header design
iiterature or contact your Trus Joist representativ.e.
AL1,O?^lABLE DESIGN STRESSES (100% oad Duration)
31/2" TimberStrand@ LSL SPF #2
Modulus of Elasticity E= 1,300,000 psi 1,400,000 psi
Flexural Stress Fb = 1700 psi 875 psi
70 psi
Shear Stress
Compression perpendicular Fv =
Fc = 400 psi
680 psi 425 psi
to grain parallel to wide
face of strands
RDBW
PEWiS
m3351
AL
Td 312112001 mrp
GREAT LAKES REGION
6460 BUSCH BLVD., SUITE 200
COLUMBUS, OHIO 43229
PHONE: 614 781-5840
. FAX: 614-431-3377 '
:L
it
...?.. ':AV'
U41 cI •auu0 1:7.Jf 1'i1.1 014 O`JJ 11(1 IaY.U1t.GY11V11,11L 4001
? GEOTECHNICAL
CONSULTANTS
- INC.
To: Seth Harding
company: Ci1.y of llublin
From: Jim RoseUrock
Fax: 614761-6566
oate: 3/27/2008
Re: Ballentrae Development- Lot 12
Pages: 3 (inCluding tlvs page)
cC: '
? Urgent ? For Revieuv ? Please Comment ? Please Reply
Thic me%mr is intended otily for thc usc of thc indMdtwl(s) ar cntity to wltith it I.4 3ddm=d 3nd m.zy colnaiu i[6oima6on lh:il is privilcg4 coniidential nnd
exempt fam disclosure under appGtabtc law. If I}z rcNClrr nf lhe meh'a( gz G nQt dx-, intended recipient, oc cmploycc or Wl [tsponblblc far Jclivaing t}le ir,eMge
tu *it unznded rocipiau, you arc lwcby no65rd &at any di?,rnindcrn, disaibucion or co}ning of rhis convmmica6on 6 s1riWy 1xuhibiux1• Tf you hava reczivei
Ns incssnge in cxror, plrax notify us imrreliately by flk, reIeNhonc numbcr piovidud bclow, and relum the;?tnt rnezop co LL, by rle iJnioed St= PosW Savicc
in rare ofdx below address. If there aze any prnblem.. wkh our t=aimik C ensmission. please telephone us attbc lxluw listcd tdephooc number.
720 GREENCREST DRIVE 9 WESTERVILLE, OHlO 43081-4902 • 614-895-1400 • FAX 614-895-1171
uJ!G/!2VU+3 15:J! YA1l 014 8`JS llfl (iLUl'L(:HN1l:AL
GEOrECHNicAL
CONSULTANTS
NC.
rez' wj u u z
Main Office
720 Greencrest Drive
Westerville, Ohio 43081-2837
614.895.1400
Fax; 614.895.1171
www.gci2000.com
March 27, 2008
Sovereign Homes
4140 Horizon Drive
Suite 206
Columbus, 4hio 43209
Reference: Footing Observations
Bat(cntrae nevelopment - Lut 12
5930 Winslow Court
Dublin, Ohio
GCI Pxoject # 8575
Gcntlemen:
As requested, GCI'visited the referenced site on March 25, 2008 to observe footing excavations for the
proposed house. We understand that the proposed house is to consist of two-story wood frame
constzuction with Uasement, crawlspace, and front gazage and porch areas. koundarions arc to consist of
standard spread footings with poured concrete foundation walls.
Upon arriva] to the site, footing excavarions were in progress. '1"he garage and porch areas had been
excavated to 1 foot below design footing grade due to quesrionable and soft fiIl soils. The south half of
the basement area was also eacavated to design £ooting grade. The footing excavaticros were still in
progress at the time of the si1,e visit. Observations of the basement arc excavations indicated footings
were excavated into firm and stable, natural brown clayey-silt soils at design footing grade. A clay rile
was noted to extend on a slight diagonal (northeast to southwest) through this portion on thc basement.
Some minor seepage was evident with the tile alignment. Probing of footing subsoils at basemezlt grade
indicatcd firni and stable conditions exhibiting soil bearing capaeities in excess of 3,000 psf.
Ubservations of the excavation sidewslls within the basenneni area indicatcd the lot had received fill
depths v°arying from 2 to 4 feet. IIased on the observations an appazent shallow swale crossing through
the basemcnt area where deeper f Ils (upto 4 feet) were evident. Observations indicated the fill soils to be
somewhat soft and loose with random and isolated areas of existing topsoil still present below the fill and
above the natLiral soils. These f ll soils were noted to extend to approximate 2 feet in depth or to
approxiniately 2 feet below design footing grade within the gaxage, craNvlspace, and tiont porch area.
GCI, therefore, suggestcd that the footings be tmdercut through this fill onto the undc7lying stable natural
soils. 17uring the site visit, undercuts were extended to 2 feet below proposecl footing b ade where sla.blc
soils were encountered. Probi.ng of these soils indicated soil bearing capacities to be in excess of 3,000
psf. It should be noted that the sewer line tap alignment extending into ihe ptoposed house locatian
intcrcepted the northwcst corner of the gaxage where the garage transitions to the basement area. Soft
back-fill soils were still evident widiin ihzs very corncr. Footinos were, therefore, excavated down to
basement grade onto stable soxls at basement footing grade. Based on these sile obsetvations, it is
apparent that the remaining basement excavations will encounter stable natural soils at design footing
grade.
Brancn Gffice
vcxmgstown Office 9433 5outh nvenje a Bidg. t. SUIIP_ 1 - 6oardmon. ONn 44514 (3301 965- I a00 • FQ7c (330; 965-141 0
(:nYlc;n OffiCF 2570 IntrfC'cty Drive • Dayton. nnio ab424 {C 1 nj 895-1400 • FOx (937) 235-()321
vy•bI•6vV iv.vV 1L1A V1Y VOV illi VLVLliN1113Y1Vl1L ?!-JVVJ
GCI retumed to the site on Mazch 26, 2008 io observe the remaining Uasement area footing excavations.
Upon arrival to the site, the footing excavations wcrc completed and footing fo.rms were in-place.
Observations and probing indicated the perimeter footings and column pad footings were exeavated onto
stable nariiral broam clayey-silt soils at design footing gade. Probing indieated bearing soils to exhibit
soil Ueuzng capacities in excess of 3,000 ps£
Tt should be noicd ihat a laxge limeston.e Yock out cropping or possible boulder was encountered. in thc
soulhvvest comer azea of the basement. The top of the roclc extcndcd slig iily (up to 3 inches) above
design footing grade. This would result in the footing conerete thickness to be approximately 5 inches
tlzick directly over 1.he roek. GCI is of the opinion that the rock is appropriate for proper bearing. GCI
suggested however, to install a minimum of two (2) ro. 4 reinforcing bars across the rock and plaaed
continuous in thc footing extending a minirraum of 5 feet past the edge of the rock wif.hin cach footing
alignrnent.
As previously noted a clay tile extends into the bascment at just below slab suborade elevation. The tile
interccpts the footing near ttae nortbeast comer area of the basemenl. Snme water seepage out tlae clay tile
is still evident resulting in some standing water in the footing. This seepade has caused some surface
softeninb of the footing beazin.g soils. GGI therefore suggested that the clay pipe be rc.movecl clovcrn to
stable soils where the tile crosses the footing. GCI suggested that the soft surface soils Ue mucked out
prior to concre[e placement. GCI also suggested to lxate the tiie approximatcly 14 feet outside and east
of the bwildi.[?g area and plug the tile at this location to stop or limit seepage into the building footpnnt
area. •
Based on the site oUsenrations and probing of footing subsoils at the undercut grades w-iflun thc upper
level foorings and basemen.t grades, soils are appropriate for suppari for the proposed struahare. No
reinforcing steel is required within the footings (other than at the noted rock location and standard sewer
tap footing crossing) based on site observations ihese dates.
I:xisting fill soils appeaz adequal:e for sugport of the t?oor slab within lhe garage area. CCI would
suggest, as a prc;caui:ionary meastire, that the floor slab be placcd independent of the foundation walls.
Sliould you have any questions conceming this letter, please da noi hesitaie to call.
Sincercly,
GEOTFCHNICAL CONSULTO,TSMT.
??? ? ? .... ... y?o
? ? -..
dmes E. Rosebrock, P_Ef
-c :. R?S?B CK
? ?Q ZZ
?
=9
-CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 08-00200140 Date 3/20/08
Revision number . . . . . . . 1
Property Address ...... 5930 WINSLOW CT
Parcel Number: 274-001396
Alternate Address: GLADE @ BALLANTRAE #12
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . SOVEREIGN DEVELOPMENT CORP.
----------------------------------------------------------------------------
Permit . . . . . . RESIDENTIAL BUILDING PERMIT
Additional desc . .
Permit Fee .... 540.00 Plan Check Fee .. .00
Issue Date . . . . ?•?Q . OS Valuation . . . . 0
Expiration Date . . 9/16/08
Qty Unit Charge Per Extension
BASE FEE 140.00
10.00 40.0000 RES BLDG PLAN REVIEW 400.00
----------------------------------------------------------------------------
Permit ...... RES HEATING, VENTILATING, A.C.
Additional desc . .
Permit Fee .... 360.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/16/08
Qty Unit Charge Per Extension
BASE FEE 60.00
10.00 30.0000 RES HVAC 300.00
----------------------------------------------------------------------------
Permit ...... LOW VOLTAGE ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 140.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/16/08
Qty Unit Charge Per Extension
BASE FEE 40.00
10.00 10.0000 RES ELECTRICAL LOW VOLTAGE 100.00
----------------------------------------------------------------------------
Permit . . . . . . GAS LINE PERMIT
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/16/08
Qty Unit Charge Pe.r
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
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 08-00200140 Date 3/20/08
Revision number . . . . . . . 1
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1700.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/16/08
Qty Unit Charge Per Extension
1.00 1700.0000 EA WATER DUBLIN .75" WATER TAP 1700.00
----------------------------------------------------------------------------
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
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.
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
line. Corner and through lots shall meet these requirements
on all street frontages.
MINIMUM YARD TREES REQUIRED 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
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 08-00200140 Date 3/20/08
Revision number . . . . . . . 1
------------------------------------
Special Notes and Comments --------------------------- -------------
Lot Width Front Bldg Tree Size and Quantity
Setback
Up to 59.9 ft Less than 20 ft 1 small tree
20 ft or more 1 medium tree
60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree
20 ft or more 1 lg tree + 1 med tree
91 ft or more Less than 20 ft 1 lg tree + 2 of any size
20 ft or more 2 lg trees + 1 of any siz e
*** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTE D FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAS T 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE ***
-----------
---------------------------
-------------
-------------------------
Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00
RES CERTTFICATE 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 2810.00 .00 .00 2810.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5744.00 .00 .00 5744.00
Grand Total 8554.00 .00 .00 8554.00
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 t1F D[BLIN_
Application For Residential
Building Permit
Build'uig Standards
5800 Shier Rings Road
Ihiblin O}tio 43016-1236
Phone: (614) 41.0-4670
Fax: (614) 41 t)-6566
Auditors Taxing District ZL1y Parcel Number :?L-, y- cm Q(, ' Oo
? -
a T)n \k a r,V t'n e Lot Number
Subdivision bc Ae. 1} i?
Address of Property '5A30 ? ^s1oUJ l:.adt-4- Lk3 O l(o
Applicant Name: ?S e t' n ryl e Phone: 4-'6)--1aA0 )r
0.r, ci 0.?r E-Mail: '(1 DQ 1T' Q50?('Pfti?nhn,?c?
? Owner Name: Saf2 C'e-? q i'1 ?Aornes Phone: 4?11a'60
? n
a OwnerAddress:'A\br0 \Aot'izon3?r'tfe.,. l' n`Jm\D 'ia N?aao
Q Contractor Name: J o?fe fe ? a r? Hor+? eS __ ???c a' ?? Phone:
Contractor Address: q?m \A ol'J Z crm 3?r ? fe. o? ? rn b v? y 3 a a o
Type of Improvement: New House ? Addition ? Remodel ? Deck ? Shed ? Pool ? Hot Tub
? Screened Porch ? Other
Description of Work: S) I n-a1e 'Fc?m I ? \1 e 4, d nA'i a?
a
0
...
0
e EstimatPd Cost of Construction: HVAC System Electric
? _
? Z. ?j ? ?
Type: ?+'New ? Existing
?,,kess than 200 Amp
'
200 Amp to less than 400 Amp
9
Number of Bedrooms: !A Fuel Type: ? il ? 400 Amp to less than 600 Amp
K
J Natural as
a Number of Baths: ?J • ? L. Gas Water
? ? Electric ? Public Water
Building Height: ? Solar ? Private Water
Fire Sprinkler: ? Yes No ? Other Se?er
.e( Public Sewer
If yes, NFPA Ref. No. ?
No. of Gas Appliances/LTnit ? Private Sewer
The owner of this building and the undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the
Ordinances of this jurisdiction, pertaining to the building and the buildings, and to construct the proposed building or structure or make
? the proposed change or alteration in accordance with the plans and specifications submitted herewith, and certify that the information and
? statements given on this application, drawings and specifications are to the best of their knowledge, true and correct.
Appli nt's P'nted Name Applicant's Sign e
Area: Application Number: Date '
etb
Basement: '3_ E I i/ E D
A
ls' Floor: oSp FEB- 14 2008
y
Issuing Authority:
???
°
+
y 2 "d
Floor: St0 ? Y? f^??w?
y?]?
^?
?V m LD I I V l.l U ? V? J( O( V
p (
?Q
G IssuingDate:
4 CITY C,F DUBLIN
?
arage: %
3-a0-o
Deck: idential Code:
Editi
f th
R
on o
e
es
Other: /Q1,,jtR LVt . lo (o fi' ? ?? (o ?R c ("? I
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shall comply with the 2006 Edition of the
Residential Code of Ohio, as amended.
PLAN REVIEW CH ECKLIST
Application No
09- ?0 4/y? ?
. T o N
Date Reviewed ? - C? 7• O?'
y ? E cr 7
d V
Reviewed By o a
o y ?
c c
?a a
a Plan Reviewer's Comments & Notes
U Z d
• a a
!
? Approved Disapproved y
o v .o 0
z
N >
C ?
2006 OBBC Model Energy Code Worksheets required
106.1.1 Manual J/Electric Loads All Houses
Ordinance Stair Risers 8 Treads 7 314" max. riser 10" min. treads and 6'8" headroom
R303.1 Light 8 Ventilation Schedules
/
V Schedules Required on Plans; houses, additions and sunrooms
R303.6 Stairway Illumination
R307 Sanitation - Fixture Clearance ? Figure 307.2
R308 Required Safety Glazing
R309
Ordinance
Attached Garage Fire Separation /
? 1318" s. c. or 20 min. door and 518" gyp. Bd. Type "k" on all common
walls and ceiling
R310 Emergency Escape and Rescue 5.7 sq. (t. (24" net hgt. 20" net width) max, window still hgt. Of 44"
Openings a.l.f.
R311.2.2 Under Stair Protection 1/2" gyp. Bd. Type '?C'; enclosed spaces with access
311.4.1 Exit Door Required
R311.4.2.1 Interior poors ? Bath 2'4'k 68", habitable rms & basement stairs 216"x 6'8"(min)
R311.4.3 Landings Minimum 3' x door width
R311.5.6 Handrails f
R312 Guards
R313 Smoke Detector Locations ? Bsmt./hallway/bedrooms wired to prime electric/battery pack -
up/interconnected (one each floor)
R314 Foam Plastic Separation
Ordinance Carbon Monoxide Detector Outside sleeping areas
R401.4.1 Soil bearing capacity / Use 1,500 psf
R403 Footing/pier/pad size & location(s)
R403.1.6 Foundation anchorage 112" anchor bolt @ 6'0" oc; 7" into masonry & concrete
R404
Foundation wall sizes & reinforcements
? Stamped engineered foundafion plan required for houses and
i
i
add
t
ons
R405 Foundation drainage systems ? -
R406 Damproofing or waterproofing
R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings
R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2)
R502.6 Bearing 1 112" for wood & steel/ 3" for masonry & concrete
R502.11.4 Floor Trusses Engineered design required at Frame Inspection
PLAN REVIEW CH EGKLIST
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an Reviewer's Comments 8 Notes
R503 Floor sheathing
R(402 2)
R 506 Concrete floors on ground
R602 Wood wall framing
R602.3.1 Stud size & spacing / Table R602.3.1
R602.10 Wall bracing
R603 Steel wall framing
R703.7 Masonry veneer Tabie 703.4
R802 Wood roof framing ? Show truss profiles on roof plan
R802 3 Framing details / Ra/ter ties, joist not perpendicular to rafters
R802.4 Ailowable ceiling joist spans r/
R802.5 Allowable rafter spans
R802.10 Wood trusses Stamped engineered roof trusses required at lraming inspection
R807 Attic access 22"x 30"
R1001 Masonry chimneys Spark arresfor wrth rain cap per City Ordinance
R 1002 Factory built chimneys Spark arrestor wrth rain cap
R1003 Masonry fireplaces Table 1003.1 & Figure 1003.1
R1004 Factory built fireplaces /
R1005 Exterior air supply
M1701 Combustion air 50 cubic per 1,000 btu/h
Front & Back Form
Revised 03/19/2007
02/13/2008 11:10 614-241-2080 EDWARDS PAGE 03
-?
Architectural Review Comrnxtte
plan. Approval Notification
Lot Number- 12 Section: Glade Date: 02/13108
Address: 5930 WinsLow courc
Builder. Sovere'? Develo mcnt Co .
Plans for the above referenced Lot have been reviewed by the $allantrae A.rchitectnral
Revievv Commxttee fox compli.ance with:
¦ .A.rchitectural Diversiry Standa=d
¦ Facterior Materials Usage
¦ Front Yazd Set Back Requirements
o Site Plan Requiiements
plans axe approved as submittad for the above referenced elements.
¦ No. Fusther Appxovals Requiscd
C! Add.iciotial App=aPals Reqnized as Follows:
Approval Ce ' ed by: .
?
CharXes P. Driscoll,Member
Plans zeviewed by Architectulal Review Committee membet .
-Goodwic, Edw?rds GalfCommruude.?, I:LC a Gen}':H?rd, A,rrhi«c4 ??-HO?s"dAss°??S
¦ Deborsh Rarik
'eay Reed, Tahdscapc :lrchitecr, Myers Sehm?lenber?er
Q g
O FererEdw?rds, ?'dw'a.rds GoifColmaunidca, LLC
'A Gbarles P. Driscall, Ed?wsrds Golf Cemmunitics, LLC D Mfch.e! F;re, X.?adsca,pe Architec? ,b`?rd Hovk & A,ssoci3res
0 Br1an KcntJoncs, Archi-cr
v Pan( r3,tiee2encial Gatf Coinmunity
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date J?? 2tc flS
Application No. CK_ 900/ 4/?
APPLICATION FOR ELECTRICAL PERMIT
Job Address 6I?1.? WI Ylc_*'I QL?"- Cj Parcel No
Subdivision 1,C1q`k-f 'e,_ Lot No. 0
Owner Name Yl Ht` - 5 Telephone
ContractorName 'Jyv-cY Sltrh6n S 11f, Telephone
ContractorAddress F??? LuA-'?xy-" pIS' 6 fl ?310 Dublin Registration No.
Residential:
New Sq. Ft. Alteration/Addition Sq. Ft.
?
Temporary Service $40.00 .......................................................................................................................... '
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft
Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $ ?
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the 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 preAsions.of saici I s.?
Signature of licensed contractor or ?omeowner
Division of Building Standards
Date: 1/1/2001
CITY OF DUBLIN
Division of Building Standards 9 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date J 20 ?V Application No. &F5 ?'T 1c)
APPLICATION FOR ELECTRICAL PERMIT
Job Address Pazcel Na
Subdivision '?? A(_-'s -AT 5?AL?AP7*A(- Lot No. 162
Owner NamP - d U /te1G'A_> L?4/f'1 es Telephone 4-?f 7? ?2,30
Contractor Name?!' C? 6??e7_ eyx?C
Contractor Address
Residential:
%
4,--?c 2 -o7 /,-?
Dublin Registration No. e ? -1
New Sq. Ft. A11XWu?^; mon3q. rt.
Temporary Service $3"'"W ......... . ................................ ???....,' ?f?...., i .......t,. ...............................
W' 00
$89.49 Minimum plus $20.00 for each additiona1500 Sq. Ftv--Pk" ?tibsithet'oof'over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$30.00 Minimum plus $10.00 for each additional 500 Sq. Ft. or ?? reof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additiona11000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
Signature of licensed contractor or homeowner
Division of Building Standards
Date: 1/1/2001
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 proyisions of said laws._ _ ? j
CITY OF DUBLIN
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:
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
Permit .
Additional
Permit Fee
Issue Date
Expiration
Qty
10.00
08-00200140
Date 5/20/08
1
5930 WINSLOW CT
274-001396
GLADE @ BALLANTRAE #12
RES SINGLE FAMILY DETACHED
SOVEREIGN DEVELOPMENT CORP.
. . ELECTRICAL PERMIT
desc . .
. . . . 240.00
Date . . 11/16/08
Unit Charge Per
Plan Check Fee . .
Valuation . . . .
BASE FEE
20.0000 RES ELECTRICAL SERVICE
.00
0
Extension
40.00
200.00
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
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.
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
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 DUB LIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 08-00200140 Date 5/20/08
Revision number . . . . . . . 1
----------------------------------------------------------------------------
Special Notes and Comments
line. Corner and through lots shall meet these requirements
on all street frontages.
MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES
Lot Width Front Bldg Tree Size and Quantity
Setback
Up to 59.9 ft Less than 20 ft 1 small tree
20 ft or more 1 medium tree
60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree
20 ft or more 1 lg tree + 1 med tree
91 ft or more Less than 20 ft 1 lg tree + 2 of any size
20 ft or more 2 lg trees + 1 of any size
*** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE ***
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 240.00
Plan Check Total .00
Grand Total 240.00
.00 .00 240.00
.00 .00 .00
.00 .00 240.00
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. ? ?- ??d V f qc)
Date XNew ? Remodel xResidential ? 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 6-93 0 W i n510 u) L.?) LIr? Parcel No.
Subdivision/Project Name4_1,046 dl Lot No.
Owner'sName ?fl1n&?6 Telephone &14 " 419"M9
Contractor's Name l1 TelePhone 614. 0 91' 90V.i
Contractor's Address -??a?? ?• ?? Qublin Regisfration Number ??-19a d+
Does the sewer discharge into an indi%
How far distant from any dwelling, well or cistern is the
What is the size of the main drain? 4u Of
Of what material does the house drain consist?
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
.
This form must be properly filled out and returned to the office 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 G Number of remaining fixtures X$10.00 =$ VM_4110 Number of remaining fixtures X$12.00 =$ -
Total Inspection Fee ..................................................... $ 0, 00 Total Inspection Fee ....................................................$
nt pipes consist?
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qtv.
AirAdmittance Valve ?2.
"Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains
Garage Catch Basin
Qty.
Showers
Sterilizers
Sump Pump ?
Trap Primer
Urinal
Wash Fountain
Washing Machine
Water Closets
Water Lines
Water Storage Tank
Other
GRAND TOTAL
Division of Building Standards Q"-/
Garbage Disposal
Gas Water Heater /
Electric Water Heater
Interceptor
Kitchen Sink
Laundry Trays
Lavatories
Mop Sinks
Outside Faucets Z
Roof Drains
Rough-in Openings for Future
CITY OF DUBLIN
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:
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
08-00200140
1
5930 WINSLOW CT
274-001396
GLADE @ BALLANTR.AE #12
RES SINGLE FAMILY DETACHED
SOVEREIGN DEVELOPMENT CORP.
Date 4/30/08
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 310.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/23/11
Qty Unit Charge Per Extension
BASE FEE 50.00
26.00 10.0000 EA RES PLUMBING >1 FIXTURE 260.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AN'D 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
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.
Front yard trees are required on every single family lot at
the quantity and size specified. The trees to be planted
shall be an approved front yard tree as listed in Appendix H
(Approved Front Yard Trees for Dublin, Ohio) and have a
minimum trunk caliper of no less than 2 inches. Trees shall
be located in front of or along any front-facing facade of
the home, no closer than three feet to a side property
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 ..... 08-00200140 Date 4/30/08
Revision number . . . . . . . 1
Special Notes and Comments
line. Corner and through lots shall meet these requirements
on all street frontages.
MINIMUM YARD TREES REQUIRED ON ALL STREET FRONTAGES
Lot Width Front Bldg Tree Size and Quantity
Setback
Up to 59.9 ft Less than 20 ft 1 small tree
20 ft or more 1 medium tree
60-90.9 ft Less than 20 ft 1 med tree + 1 sm tree
20 ft or more 1 lg tree + 1 med tree
91 ft or more Less than 20 ft 1 lg tree + 2 of any size
20 ft or more 2 lg trees + 1 of any size
*** IF IN THE COURSE OF CONSTRUCTION, WORK IS DELAYED
OR SUSPENDED FOR MORE THAN SIX MONTHS, THE APPROVAL OF PLANS
OR DRAWINGS AND SPECIFICATIONS OR DATA IS INVALID.
TWO EXTENSIONS SHALL BE GRANTED FOR SIX MONTHS EACH IF
REQUESTED BY THE OWNER AT LEAST 10 DAYS IN ADVANCE OF
THE EXPIRATION OF THE APPROVAL AND UPON PAYMENT OF A
$20.00 EXTENSION FEE ***
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ----------
Permit Fee Total 310.00
Plan Check Total .00
Grand Total 310.00
00 .00 310.00
00 .00 .00
00 .00 310.00
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
1?
CITY OF DUBLIN
E ...??rrn...?¦
PERMIT NUMBER:
o?- Aa0 / *0
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision:
qu V'L ' Lot Number: r? Reviewer: EPP
Address:
5 9 30 GcJ Date:
o :? -
,
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.
/
v
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 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 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 are shown and labeled. f
15 One-foot or more clearance is shown between basement floor slab elevarion and end of service elevation
for the sanitary sewer lateral.
16 Location and size of water service tap is shown and labeled.
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
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 Floodwa + 20 feet is shown and labeled -7 p
F4rMA FIRM Map Number: - - Effective Date: (?$ , (? /? ' % 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 Easement'o' are shown, labeled and match the recorded Final Plat
27 The drawing scale is shown.
28 A north ai'row is shown.
29 If a corner lot, address should be for street that the front door faces.
Comments:
REVIEW RESULTS: 9 APPROVED
? DISAPPROVED
? 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.
8/15/2007 N:\Engineering\POLIMENGPOL019.doc
CURVE DELTA ANGLE RADIUS ARC LENGTH CHORD BEARING CHORD LENGTH
C1 05'19'05" 970.00' 90.03' N 02'36'25" W 90.00'
tiroe ProllectMn Fencing
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Soil Cld'.-s = Type 2
Note: Soil information was
taken from County Soil Survey
I
#5930
TPinsl ow Co urt (60' R/W)
Note: Builder shall comply
with all Erosion Control and
Tree Protection Measures.
Zoning Officer Approval Date:
Lot No. 12 lies within Zone(s) X LOT: 12
as designated on the FlRM Map No.
39049C0108G dated08/02/95 . Glade at Ballantree
*Elevations are per Sovereign Homes.
Revisions
01/25/08: Rev. house Plat Book 110, Pages 29-30
02/13/08: R?v. house The City of Dub13n
03/7/08: Rev. Gamge Dimeneiona fOr
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$treet Trees Requked
cau cIrr FU?%?ER aEFtFtE
OftDER AND rNS°ALLATIO111
Non-Sod Area = Full Sod S. Yard
Sod Area = 1691 S. Yard
Lot Area = 18111 S. Feet
Drivewa Area = 887 S. Feet
A roach alk 6 = 254 S. Feet
Sidewalk Area = 297 S. Feet
Structure Area = 2912 S. Feet
Lot Covera e= 16.1 9
Stantec CoasultinM Inc.
? 189J DuWin Rord
Colombas6 Q6lo 4.t816
PBOm (Ql{) 4W-4394
St PdL• (814) I8Q-l048
Note: Only . e{gn.eure /n Blue !nt
er6all bs twnddered an orljind.
Surveyor/No. S-8121
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P:\2354\235479 Glode at Bollan/raa\G80012PP drg Model Mor 07, 2008 - 11:00:30am dongrubb
*Stabilized Construction Entrance
4 ¦ ? SIMPSON STRONG-TIe COMPANY, INC.
The Wodd"s IVo Equa!' Connecfor Company
2600 International Street • Cdumbus, OH 43228
Phone: 614/876-8060 • Fax: 614/876-0636
?
Brian Lieburn
Sovexeign Homes
1631 N W Professional Plaza
Columbus, Ohio 43220
(614) 457-7230 ext. 16
(614) 457-2221 facsinroni7e
Re: CWB lnstallation
Mr. Lieburn:
May 20, 2005
This letter addresses the installation of our C WB wall bracing product when installed on 2x4 load beazing or exteior
walls. The 2000/2003 Intenational Resideptial Code states that a shxd in tbis type of wall may be natched to a depth
not exceeding 25% of its width. For a 2x4 stud, the nwimum notch depth allowed in load bearing or exterior wall is
7/8".
The installation instructions in our cuirent catalog (G2005) state to cut a saw kerf 1" deep when using our CWB.
When using this product with a 2x41oad bearing ar exterior wall ,a 7/8" kerf should be used The leg of the CWB
that is installed into the kerf is less thau 7/8" long.
Please coutact me with any questions ar conceans. Refe,r to the currerrt Simpson Strong Tie Comiedors catalog (C-
2005) for more important information.
Sincerely,
Shane Vilasineekul, P.E.
Brawh Engineer
Simpson Strong-Tie
Cc: Jerenry Crilstrap, P.E., Siapson Stnng-Tie
Bryan Rydilik, P.E., Simpsan StrongTie
Kevin DiD, Simpsan StimgTie
d , -
14
Dasigned to fulfill the same code bracing requirements as 1x4 let-in bracing,
but less expensive and faster to install. Also resists racking during construction.
Not designed to replaee stmctursi panel sheanrail load-earryinp enmponeM.
The WBC (coiled WB) multlple product dispenser pack weighs less than 40
pounds, making storage and transportation easy.
The RCWB features a rolled edge (the 1WB has two roiled edges) for axtra
strength and safety.
MATERIAL• WB and WBF-16 gauga; CWB-18 gauge; TWB-22 gauga;
RCWB-20 gauge
FlNISH: Galvaaized
INSTALLATION: • Use all specified fasteners. See Ganeral Notes.
WB and WBC: • Install in "X" pairs or in opposing °V" fashion.
• Use with 16' or 24' o.c. studs.
CVIfB, RCWB and TiNB: • Use with 76" o.c. studs.
• Establish a run-line using the bracing as a straigM edge. Single cut a saw
kert W deep (TWB) or 1" deap (CWB and RCWB) along the run line. If the
wall is pre-framed on the fioor, piace 1he part iMo the saw kerf, and put
one na(I irrto the top plate. Tift the wall up and plumb before nailing off top
plate, bottom plate and studs according to the nailing schedule.
CODES: See page 10 for Code Listing Key Chart.
Model L Aapla and Eastenera Code
No. ` WaI1 Slze Plaies : Sluda Ref.
RCWB10 9'-9" 8' O 55 2-16d 1-8d 5,41
WB106 9'-5W 8' 0 60 316d 1-8d 3
39
89
WB106G 91-6" e' O 60 3-16d t-ed ,
,
CWB106 9'-531i 8' O 60 2-16d 1-8d 7,90
TWB10 91-9" e' 0 55 2-16d 1-8d 6, 38, 96,140
RCINB12 111-4" 8' 0 45 2-16d 1-8d 5,41
W8126 11' 8' O'45 3-16d 1-8d
3
39
88
WB126C 1 $' 0 46 3-16d 1-8d ,
,
CWB126; 1 8' a 45 2-16d 1-8d 7,90
TWB12 11'-4" 8" 0 45 2-16d 1-8d 6, 38, 86,140
WB143C 14'-3" 10' Q 45 3-18d 1-8d 3, 39, 88
RC1N814 14'-7' 10' O 45 2-16d 1-8d 5,41
TVJ814 14'-2" 10' 0 45 2-16d 1-8d 6.38
SIMPSON
StrongCTie
For persoul safety, install the CWB
with sheared edpes Aown.
1sti6'
` S?.,.
?R
L -?
HOLES SM FOR 8d NAlS
CWB
e . ? 7- rQ /4.
d ?
WB
?.
BREAK OFf WBC AT PREDEfERM1dINED LENGTH
WBC
/ pq1Ep
EDGE3 FOR
srpMnH
nrro saFM
-1'Ae
TWB
T ROILED
ishe.? Y EDGE FOR
STRENGTH
ANDSAFEfY
a
?
?
?
?
WBC
dy Carry Carton
omenient to store,
sport and use.
RCWB
150
wn or wtst; wau nracmg °x° ana °v° nppuranons
Typieal RCWB Instailation
?
?
DRK
DRK Consulting, Inc.
Structural Engineering
& Building Design
9500 State Route 736 • Plain City, OH 43064
614.554.5723
Fax: 614. 467. 2202
Mr. Brian Lieburn
Sovereign Homes
1631 NW Professional Plaza
Columbus, Ohio 43220
February 7, 2008
Dear Brian:
Re: Residential Floor Joist Span Analysis
Allowable Floor Spans
City of Columbus Building Regulations
We have reviewed six typical floor joist layouts that you use for your house plans located in areas
governed by the City of Columbus Building Department per your request. The following are the
results of our review.
Floor Joist Analysis
The following table has been generated by our company and is based upon these design
assumptions:
a) 2x8 SYP -#2 Southern Pine, Fb = 1380.0 psi (1200 psi x 1.15 repetitive factor),
E = 1,600,000 psi
b) 2x10 SYP -#2 Southern Pine, Fb = 1207.5 psi (1050 psi x 1.15 repetitive factor),
E = 1,600,000 psi
c) 2x8 SPF -#2 Spruce Pine Fir, Fb = 1207.5 psi (1050 psi x 1.15 repetitive factor),
E = 1,400,000 psi
d) 2x10 SP -#2 Spruce Pine Fir, Fb = 1106.9 psi (963 psi x 1.15 repetitive factor),
E = 1,400,000 psi
e) 2x8 HF (N) -#2 Hem Fir (North), Fb = 1380.0 psi (1200 psi x 1.15 repetitive factor),
E = 1,600,000 psi
f) 2x10 HF (N) -#2 Hem Fir (North), Fb = 1265 psi (1100 psi x 1.15 repetitive factor),
E = 1,600,000 psi
g) Floor Live Load = 40 psf, all floors
h) Floor Dead Load = 10 psf
i a
' Residential Floor Joist Span Analysis
Allowable Floor Spans
Sovereign Homes
February 7, 2008
Page 2 of 2
i] Revised 2005 Edition of NDS (National Design Specification), "Design Values for
Wood Constructian
j) 2006 Ohio Residential Code
k) Span to LL (Live Load) Deflection Ratio - Maximum = 360
I) Span is defined as the clear span distance between inside edge of supports.
The above table is for the sole use of Sovereign Homes and valid for the following building
jurisdictions:
City of Columbus, OH
City of Groveport, OH
City of Hilliard, OH
City of London, OH
Delaware County, OH
Franklin County, OH
Violet Township, OH
If you have any questions, please feel free to call.
Sincerely,
DRK Consulting, Inc.
_----
,---
Dale R. Kinsley, PE
President
drk
Proj 3435r
•' '?.
DALE O:
= R.
KINSl.EY
E-54989
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~U / ~ ~ 4100 Horizone Drive
f f Columbue, Ohio 48220 (814)•467•7230
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~ 5J4~c8 FOt71'. CE~ GN RIAGE FOOf. G~ A1 RIWE Rfd~ ~T~"~ ~ dimensional, 25 year minimum life spa~,
FRiF~ B.Ot~' Gf RILWE VB~t. 0 18.12 SR IN ~t UWFN. R?K~ DG•8~1~L 0
FOpi. G9~i6~ Lf~ RIIIGGE 12 ~4,~ ~ and minimum weight ~f 240 !bslsq,
1~ ~ lnstali fo manufa~fiurer's specifi~atior~s.
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' ~ ~ n~ ~ ~1 Colurabuo~ Obio 43220
~ 1r,,'f~Nl+~ l:~ G~i, ~'f 1814)•467•7280
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~ As halt shin les must be true o ~e~~ ~ a~ ~ ur~.
P 9 r~r.c~v ~ ~ ~ ~
imensional 25 ear minimum life s an, d ,y p ~ ~ ~
~ minimum wei ht of 240 Ibs1s ~d g q ~ , s ~ ~ As halt shi~ ~es ~~ust be'~rue , ~~ust be ~rue ~ ~ ~ ~ ~ ~ ~
~ ' tions, p g ~ , I to manufacturers s ec~f~ca ~ ~!(N61E5 p n
dimensional, ~5 ear min~mum !I y ~ear minimum life spar
and minimucr wei ht of 240 Ibsl ~ ~ ight of2401bslsq, ft,
Install to manufacturEr's s ecific p ,turEr's specifications, ~ ~ ~ ~ s~~~~
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~ ~ Arch[tectu~re - Plan~~ng
4100 Horizone Drivo
+ r~or~ t~v ~ ~t Columbua, Ohio 43220 (814)-467-7230
r~ ~,r~ru+~ i~ r,~. e~rr
~
~er[Ir~ C~bcklon
L~ f~ 6Y'
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R~~e
ASpha(t shinnlas m~~~t ho ~~+r~~~~~
- , uvL uV U UG PRxl NO,
dimensionai, 25 year minimum life span,
and minimum weight of 240 Ibslsq, ft, mwism 11
insfail fo manufacturer's specifications, IN E:z7l ~ t~o,
1~~3
o~~ICM MVaXM-O~r COW,-Aa R*„-M RMERVW
~ /
~~°°R'°isrs FOUNDATI EF4<
ON NOTE S
~~u. TNIB A~SIGN 18 ~IMI?Ep TO T11J0 SrORY RE81D ri,a DRK ~x ~ coHar~ucrio~ wir+~ ~oaps DRK Consulting, inc.
~ ql8?RI~lJ1~D ON ~OIAIpA?ION WAL 8. L CONCFTIi'RA?~D L0,4D8 MAT I~QUIR~ Structural Engineering
~ PII.AStERB I OR A1~A ?IONAI. REI1~OIaCING. ~ Building Design
F00?INGS WAI.I. FOOTINGS BNALL BE ib' x 8' FOR 8' WALL OR 21' x 8' FOR 8' W~l.L WI1'N
~-sroar e~icK v~x~~R casr•I~-PLAC~ GONCf~I~, OR A3 81-IOI~J ON 7N~ PL.ANS. 9500 State Route 736
CONGi~i'E BNAI.1. NAVE A MINIMIJM 28-pAY COMP~SSIV~ Stl~NCsi'N OF ~,~00 I'81. a.. Plain City, Ohio 43064
~ 2x4 OR PER LOCaI. COp~ 81LL P~ArE W/ SILL 6~A1.. TNE F00?INGB pEr,41L~q ON ~6~ qRAWING& HAYE ~~~N DESIC~I~q FOR A MAXIMUM
ANCNOR ?0 IUALL W/ SIMP°~ON MAgP MUDBILL ANG~ORB S~4RI1JCs I~v~l1R~ 0~ 1500 P~ UW.~83 NO 614.554.5723
` BPACED Ar 5'-4' O.Gy MAX INStAI.L A MINIhNM OF '11110 i~p Ol'I~R~UI~ ON i}~ ~OI~NDA?ION PLAN. ~OOtMG3 M1~3? B~aR ON IJNq19iURB~D 301L , ° ANCNOR3 PER ~Cl'ION 0~ 81LL PLAT~ WI?N ORIGIN~ ORIGINAL SIGNATURE IN RED
a ON~ ANGNOR I.OCA?~p NOT M01~ ?N,4N IZ' FROM REQUI RI CONCI~i'E AI.L CONGI~IE WO(~C SNALI. B~ IN COt~01~1ANC~ WI?N: REQUIRED FOR AUTHENTICITY
, ~ACN ~ND 0~ ?N~ PI.A1~ B~CtION.
,4GI 3016I'~GIFICArfONB FOR S1~l1C~iRAI. CONC 1' ~ 8' GONC W ° I~ E ~
3500 P81 CGNGI~?~ ,4CI 318 8llILDING COD~ R~QII1R~MhT1T8 ~OR 3rtRI1C1URAL CONCR~?~ ~ ; O~ i
• ~j ~ CGNC~1~ U3Eq FOR WALLB gNAI.L NAV~ A MINIMl~118-qAY COMI'R~63111~ ~ DALE • Gj ~ ~ R. 0..
~ - 81RE1JGTN OF 3~ P61. - ' KINSLEY ~
~ ~OUNDAtION WALL I~QUII~h1~lt5 : ~ .A ~ b' ~~AR °a I~E•8AR I~INFORCII~s 81~EL 6NAl.L CONP~O ?0 d9 ' ~ E-54989
u~ I~'1 TM A615, C~RME 60. 0~
~i 801L ?7P~ 1C~8,4LANC~D FILL 11N6ALANC~q ~ILL ~ ~ ~ a 6'-8' oR L~33 1'-s' !0 6'-9' I'faOVIqE A"5 ~AR YERi'ICALLY ON ~ACN 81q~ OF WINDOW~I I~~~QA~~ `T-~~i . . d , VI_GIl l'1130 /'YY~/ ~ T~
PROyIq~ A "5 ~ ~ ~ A ~ t a I- 30 Ma 8,4R 1'NA? 18 ?I~ lUMDOUI WIp1'N PLl~3 4•0 Lat~Ks B~LOW ANY ppkTl~NGg, , LL y PGP x. NO? I~G1lJll~p NOt R~QIIIR~D rI~E fC ~ ~ i I1~ 0~~
vE12? tV. ~ARB SFIAI.I. ~ PI.AC~p 1 GL~aR FRGM tl~ INI~RIOR FACE OF ~ WALL ANp leaued f ~ a , or ty e II - 45 PCF Max. NO? REGK11REp 16 0 48 OG TI~ NORIZONtAI. 6aR 3NALL B~ f'LAC~p ON ?N~ EXi~RIOR 81D~ 0~ tl~ b~RrICAL BARB. leaued for Constructfon: 0 /21/08
t elll-bOPCFMax~ #~s48'OG ~,48'OC ?8
n~-x•pRl WA1'ERPF~OOFIWrs a~uao~ ANCNOR 60Lt8 81~J.L CON~~0~1 fi0 A31M A301 0 COP M~h18RAN~ W/ I 3116' IUARM-N-DRI NO?E8: O COPYRIGHT 2008
S01 ?Y SG A8 ANCNOR SOLtB A? SILI. Pl.A1~8 SNAI.I. ~ INBTAL~~D WI?4~ A MINIMUM CF TWO IN61J~A?ION-ARAINAG~ ~OARp. l. PE q~FINEq IN ?HE IINIFIEq SOIL G.A&61FICAtION ~OLi'& ALL DRAWINI ALL DRAWINGS ARE AND SHALL REMAIN
APPI.I~q P~R MKs'8 ~CS. SYST~M 3FIALL lItILIX~ 17P~ III D~SKaN. I~R v~C?ION 0~ 81LL PLA?~, WItN 180L? LO~A1'Eq NO? M01~ ?NaN 11' I~ROM ~AGN THE PROPERT ~ND OF TNE SECtION 0~ p1.A1~. DRKC A THE PROPERIY OF DRK CONSULTING. INC.
( 1 (DRKC) AND MAY NOT BE USED,
~ ~ DUPLICATED BACKFILL I~OVIpE 12 ING~E6 oF WASH~p c,RAvEL loqot N0. 51) a~ TI~ FootING FoR tN~ wRir~ DUPLICATED QR ALTERED WITHOUT THE WRITTEN CONSENT OF DRKC.
CAPILI.aRY ~AK a F~LT PAP~R ?0 ~XI~ND UP 1'I~ WIDtN 0~ tN~ ~XCAYATIGN.
WALL 14' M~l ~EYOND FAG~
11' MI~L Cs 0~ ~OtINCs. St~CK~ILL 12 INCN~6 A601~ ?N~ ~Op?INCs t0 ~INI3NED GRaqE MAY S~ ,4NY NA?IV~ 301L ~'d'~~' ° WHICN IS F Praject No. pl~~ i~~ GF p~~R18, OI~ANIC tOp6011., ROCK,B OVER 6 INGNES IN 81XE, HIC~N Project No. 4412.1
4' NOMIN~I. lOR I'~R LOCAl. COp~) M0191UR~ CANi~N? OR NICsH COrI?FT1T 0~ 8?li~, HKsNLY PLA3?IC CLAYS. tOp OF ~Orl~'' CONC. SLAB OV~R YAPO SA I
, R RR ~R Drawn Drawn ppK
C~,4V~L Flll. (4' MINJ ~OIAIDAl'ION WALLB 3NALL 8~ PROf'~RLY 6RAC~D PRfOR ?0 P~~11NG ?I~
SACKFIL~INCs OP~RA?ION. Checke a d Checked ppK
~ ~ d d
w i~ a Date , Date 3/10/08
r C~ a ~ 3 ~
~ Revision Dates ~I....::' i::": ; . ` ~ l / '.~~j ~ ~ Revision Dates
(J"Y
6' Form•a•prafn FO~pATION ~Y ~ TI d ~
DRAIN~ BYgi~M. Mg?A ~ ~ LL P~R ~ I~ ?~a~~ac~u~R~s ~co~paria~6 ~L APR p 7 2008 ,
~xr~Rio~ ~~xi~ M~l F00?IfJCs 81X~ ~ INCLUpI1J~s CROS30Y~R3 t HARp ~
~i~ to r~ c~ocrc 81pINCs/BT~CCO ~ ~ ~ BUlLDING 8 DP x 16 DIVISlON
BRIqC YENE~R 8' pP x 21' ~~rY OF Q~B LIN
S~E PLAN FOR FOOTRJG 61XE8. ~~b V~
Builtler: Builder:
~ - ~ ' 7~~
TYPICAL FO DATI UN ON WALL SE CTION aRiuc v~~~ ri~s sNa~.~. ~
SCALE: 3/4" =1'-0" Sp~4C~q NOl' hiOR~ tNAN 14' OL.
NORIX. ANp v~Rt. ANq 6NAI.l. NOT ~
3lIPPOR? MOt~ THAN 1b~ ~ OF
wa~~ a~,a ri~s sua~~ cor~-~ ro ~co ~m3.i.~.~ ~LOOR J019?S
2xb sILL Pl.at~ W~ sILL 9~AI.. 4100 Ho~ 4100 Horizons Drive
2x6 9ilID8 ~ i6' OC PROVIqE 1' AIR Csap 8E~ TYPICAL FOIAIDA?ION Su
WALL 3~CTION ~OR t1'P. 2x BLocKIN~ s z4' oc to ~ Columbu; Suite 206
MATGN FI.OOR J018?8 81X~. ~~~~~r$• ~ROY~p~ COMPI-~t~'1'NI~J' Columbus, Ohio 43220
c~d.u~ AND NAiL ~L t WAI.~ FLA6HIt~ wl WE~P No~ES (bl4) OORINrs o (614) 457-7230
~ a~,p~{(~, ~ ~ At 33' O~C. MAX. 6 x 8 GONC 81'EM ~
N ~~ooR ~oisrs
~ ~ 2x4 OR I'~R I.OGAI. GODP SII.I. Pl.AI~ W/ 81~L t~A~.
- arcNO~ ro u~a~~ uu ~~~o aracNOR ~o~rs . a e b~.0~ pC hl,4k, OR ~(~IIA~. 801.?S SN,4L ~IA,~C A
. N ~ : . rF ~ MINIMUM F~qM~N1 D~P1'N 0~ 1' WItN A ~ a .
_ . . a ~ i-ioac a~q s~+a~~ t~o~~cr 3~ a~otirE top PRELIMINAR N 'RELIMINARY 0
' a OF 1'HE WALL. M9?ALL A MINfh~lM 0~ i'WO ~ - : w
~ ~o~r8 ~R s~criar o~ si C , ; . l.l. P~Ai~ WI1~ ONSTRUCI , ' ; ° ~ ON~ 60L? LOCAt~q NOt M01~ 1'NAN I~' FROM ~OONSTRUCTION ~
~ ~ ~ ; ; : , - _ _ - ~ACN E~Iq OF 1'N~ pI.A?E 8EC1'ION.
; . ~ ` SheetTitle: a , - , >heet Title:
~ 1x4 OR P~R OCA a a ° ~ l. GOD~ SI~L PI.A'i~ W/ 81~1. BEAI.. ~ 0 ~ ~ ~ , ; ~ ~ , - 8 x 16 GONt. co?~c. ~oorir~ ~o~ ~ ?YPICAL ~OLQ~pA?ION WALL ~CTfON ~ ' ° -
. ' ~ llCTO ~ FOR ANCEIOR REQUIREM~NrB. a~ Q COPID R ~ I-BtORY BRICK V~N~~R N?. OR L~83 ~ STD. CONCRETE
~ ~ , TO AAYLICs~t 8' x 21' CON1. CONC. F00?IN~s FOR ~ a ~
~ 2-SfiORT BRICK V~N~~R Nr.
/ 4 . . d ~ ~ 0 FOUNDATION
M11 ,d " ~ d ~ . . ~ ~ ~ d , tl
DETAILS
~ ° . S'xlb' a CONTONIJOll3
; FOUNDATI ca~c~t~ ~oor?r~ ON WALL E S CTION _ - 6
~ Sheet Number: 3heet Number:
~ JOISTS PARAL LEL TO WALL ~ TYPICAL SECTI ON AT WALKO T U FOUNDATI ON WALL ~ W/ BRICK L EDGE
N ~ SCALE; 314" =1'-0" „ _ , „
~ SCALE: 3/4 -1-0 SCALE: 3!4" =1'-0" i
> F-3
S~IC~URA~1. NOt~B
FLOOR J018tS (SE~ PI.AN} TI110 GI861g11 16 UmIL6CI EO tW0 6t0~ f861CI6f'~1~Id) COt1Sl~UClI0t1 WI~i IOdCI6
dfetribut,ed on Foundatton walle. Concenfrated loade may requfro
pllaaie~e a add(tionel re(nFack~g. cr4<
Well deafgn ie b8eed upon an equivelen! Plufd preeewe of 30 PCF ~or 3011 ?ype I, 45 pCF fa Soil rype II and b0 PCF fa Soil type III.
DRI DRK Consulting, Inc.
FOUiP1G6 Allowable eoll bearfng preaeure 1~00 peF. Structural Engineering
Conr,rel,e ah~ll heve a minimum 28-day compreaelve etrength oP 1,500 P31. Building Design
MABGtJI~ M86ary conatructlon and metsriale ah~il conFam to all requiremenle of ACI 530J / A6CE 6'SpeciFfcattone for Madary 9500 State Route 736
gtructuree' except ae modlffed below. Plain City, Ohio 43064
1x4 OR f'~R LOCAL COD~ 81LL PLAl~ W/
- " SI~~ S~A~. ANGNOR TO WALI. W/ SIMP80N MAS6 Maaorry ehall heve a m(nimum 18-CIBy COIIIpI'86oIV8 6~l6Agfl'I OF I,9D0 _ 614.554.5723
- h1~p g~LL ,~NC+~#OR3 e 1~' OC MAX t WItHIN 12' P61 ae detsrm?ned by t~he average net area method. ORIGINAL SIGNATURE IN RED
. = OF R9 OR ~QllA~. INStALI. i'~R ORIG ; COR~E COIK'.~8t8 M86 ~111t6 ~Cf"~) 6f'd~~ CG11fOfAI t0 C~, T ; - hfA1~ACNRER'8 ~CI~ICATfGNS. °~'9 ~ ~ REQI, REQUIRED FOR AUTHENTICITY
- ~nite with reinfacfr~ ahell heve ~ caee, ``t%1% O~f/,
= Morlar ehell confam io proportlone epeciflcatlone oF A6?M C210, = r 8. Qltsrnetely, the following Z fleld mlxea ere acceptable: ~
~ ~ . ~ - 8 MA~ONRY IUALI. , ~ DALE O ~
~ Cement-Lim~ Mfx I art Patland Cement, U4 to Vl art ' _ p P
~ Nydreted I~me and 1111 to 3 parte Sand, or ~,Y~` . E 54989 ~v = .00
; = ~ 1~~.~~p t~.~ Me Cement: Mix 1 art Ma Cement VZ 8n POrt,I8P1CI ~ ~ o
~ ~J P °0~'J ~ P ~ Cement and 1 U! !0 3 parts 3and. 'i~F s T tiR``
~ WALL R~It~~ORCI1~Cs P~R 801L TTPE MAX. IAIBAL. 5 I/S ?0 C~ SaR 1 I 1 tt
_ I~KsN1' ~ Grout ahall confam to ,431M C41b, and have a m(nim~ 18-day ~ ~661J8d teaued for Gonstruclton: 07/IS101
= COR~XB661YQ 61~6YIgf~'1 Of ~J
7~•4~ + is~ a+~ + 7z~ a+t +~6~ ac 6~~4~
- ~ S'-0' +1 + 1~' OC +8 + 11' OC ~8, 48' O~C 1'-0' ~rout ma be Ffeld mixed ae Followe: CQ C[ w - 9 0 COPYRIGHT 2007
~ ilJf~-N•pRl WAT~F~'ROOF(NG = 8'•8' +1917' OC ~8 , 48' OG +8 ~ 3Z' OC 1'-8' ~ 13/16' WA~1-N-ARI - Mix I rt porkland Cement, UI0 art Nydraced I.~me and 3 parte 5and ALL DRAV ALL DRAWINGS ARE AND SHALL REMAIN
~ ~ p THE PROPI ~ INSl1LAtfON-qRAINACs~ ~OARD• - N01~3: CsROl1T COR~ WItN R~II~ORCINr SOLID. Add ~ufffcient wate~ to provfde a elump oF 8 to 10 fnchee. THE PROPERTY OF DRK CONSULTING, INC. (DRKC) AND MAY NOT BE USED,
~ i P~R M~s'3 Sf~C~. - 301L tYP~ SC A3 DE~INEA IN ?I~ IIN~I~q SOIL G.A831~ICA?ION (DRKI ~ ~p = DUPLICA7 DUPLICATED OR ALTERED WITHOUT THE
a - 6Y8?EM 6NAl.l. u?ILIXE ?YP~ III p~81C~N. ~ - Spacee to ba grouted ahell be ftee oF morlar proiruding fn accese oF WRI WRITIEN CONSENT OF DRKC.
_ ll~ fnc}~, mort6r droppfr~gb end other debrls.
FEL? pAPER t0 EXiA~ip lJp TNE CAPILLARY BR~AK . WALL t 4' MIN. B~YOND ~AC~ Caee below beam pock~te and p~labtsre ehali be grouted eolld ~a 1 couraea.
OF F00?INCs. Pro ect No. Project No. 14I
Conaolldale rout a! tima of lacemerit. Pour rout in Iffte of 11 k~chea fn ~ I~' MI~I. rsRr4v~l. , 9 P 9
= 4 NOMMAI. lOR PER LOCAL COq~) height arid puddle grout between 11fte. Drawn DRK
- C~lC. SLl~6 OV~R YAPaR BARRI~R Drawn TOP 0~ 3' PH'~. _ q~ ~~q~. Flll. l4' MIN~ ;.'A - I~-B~AR RefnForcfng etsel ehell confam to A31M A6f5, C~rade 60.
Checketl Checked RlU''t
~Q• c at tha msxfmum e eci Mdicated fn tfie relnfac _ ~ i. p,y . a Place verlfcal refn~a Ing p~9 ~9
. , tabla Bare eheli begln at the maxfmum epacfng f~om all cor~ere. Date Date l/16/01
Ulalle that are leae than tha maxlmum bar e C I~fW@611 COff~61'6 01' 8U~01'l6 ~ ~ Of . e C
- ' a°~--- are not r ufred to be relnforced lke poeRlor~erb to hold the vertical bare k ~ Revision Da1 ~ . • ~ i c~~ , . 1n fha correct podltfati , Revision Dates
, ; ; So~l ~'g P ; Soil Brg F'reeeure Decreaeed 11/30/04
. . . Plece refnforcing eleel prior !o ~routing end provfds a minfm~n oP V4 fnch ~x~. prain I Ext. prain Location Moved 01/18101
~Y~ ~p~~ clear oF a fn~eria blodc eurface. ~
3' P'~I~F. DRAIN W/ '
~OLIA PIP~ 1'NRIJ pc?ERIOR FINI6N MI~ FOOTI1~Cs &IXE g,Af,1C FILI, prov~de 12 ~nchee oF washed gravel (ODOT No. 51) above tha footfng Fa tha ~r~ ro s~ c~oc~c 8' x ib' wfdih oF the excavalfon. Builder: Builder:
51DIN~l~illCf'A DP 6RICK YpJ~~R S' qP x 11' 8adc FIII IZ Inchee above the footi to ~nlehed grade may be ary native eoil
~
p~,qN ~OR ~pptltJG glX~g. whlch fe f~ee oF debrfe, agenic topaoll, rocke over 61nr.hee (n e(ze, high _ moietura content a hfgh cont,en! oF etiFF, h~ghly plaettc claye.
3~~~ ~ ~~0~ waile be er bracer~ ta to e~formf the badc fllli ~
, Fou~,datton 6NAI.1. prop ly pr P ~g +~J
operatiati
X
. Note:
1'his draw~n 1s for the Sole u8e of 5ov~r~1 n Nomea and ie no! valfd unlees 1! bears !he ~ g g zX ~~oc~c~ z~ oc ro 4100 Horizons Drive
, R~p sl nature of Dale Ra mond Klnsley, r~arcu ~oo~ ~oisre siz~. 9 y Suite 206
c~.u~ a~ r~ai~. ~~oo~tr~ ro ~ ~.a~c~. Coh.unbus, Ohio 43220
(614) 457-7230
FLOOR J018t8 (S~E PI.AN)
~ ~LOOR J018t8 l~~ i'LAAU
~
~ N
~ PRELIMI PRELIMINARY ~
CONSTRUCTION ~
~I~~ co~~4R CONSTF 8 N ~oMr uu r~taR
~ ~ ~
~ Sheet Title: 1x4 OR P~R LOCAL COD~ 81LL PL.A1~ WI . Sheet Title:
2x4 81LL PLAl~ W/ 81LL 3~AL. , ~ ~ ; M~ 81LL 6EAI.. ANGNOR TO WA~L W/ 81MP60rl
~ A N G N O R T O W A~ I. W/ S I M P 8 0 N M A~ 1 3 M I J p , M A S B M U q 8 1 L L A N C I- I O R B' 1 1' O C M A X 1 : ~ 31LL ANCI-IOR3 4 32' OC MAX t WITNIN STANDARD
p , ` WITNIN 12' OF GOI~lER6 OR ~Gl~lA~. INBTaLI. 11 OF CDI~I~R6 OR ~QllA~. IN8?pd.l. PER . , P~R MAM~ACTUR~R'8 ~CI~ICAtI0N3.
MANI~ACN}~R8 ~CI~ICATIONB. . , FOUNDATION
~ 7
~ 5 5/8' ?D ~,4R 6E~ TA61.~ A~OV~ FOR ~ ¢ SEE T,4~1.~ At30VE FOR R~II~ORCING 811~ ~ 5f'ACINCs. DETAILS
~ I~IN~OIaCMCx SIX~ ! ~i'ACINCx
~ ~ ~
s ~ ~
~ Sheet Num ~ C Sheet Number:
Y a ~
_ ~ !4' =1'-0' 6 Q 3
~ 3/4' ~ I'•0' ~ F-I
~ i N
~ 6!
v /
>
~ . . i ro ~
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ATI NOT . C~N y~ ~ oe~r,aArr~+
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1) AL~ r~r~rl~fi nRE ~b'xb' uN~55 1) ~ctgt~oR DIre~51oN5 ARE FF~I Wr ~ t~ ~r a FouNDAr~oN PUw wlSrcrE
' o~ riorm. . 'ro ar oF ~+n~~. . . 3dti ~a^ea ~.EVa. ~t aAn ~x,a~
'2J ALL NGN-BJ+5B+8rT FGI~TINC~ ARE 4'-0' I4''B'~ 7J 1NT~IOR DINBr51Qr5 ARE FROM FAGF . 'f0 FAGE af FRAMING. 4o1t3 MPIIWMASTFR BEDRGq~I I~VB. FLQOR RAWw STOPE ;qBpyE B,qyg~'B~R FQpTW(fi, (TOP i0 TaP) , ,
. . 5 I.PPER lFV9. R~U7R P~W1
Y FI FGI~TIN~ SI~IfVl BE ~1 i4U. IN1'ERIOR PARTITIONS ARE ac4 (~~j 1 ~7 MA50NR R~IJ~GE . Lt~LCY OTiiERN1~5E NOiED. 6-Idt3 E?CiF~210R• fl~VAiIGNS - FRONT w151G~E tHKJCB~ED TO 17 NUTH 6' PRO.EGTION , ,
: ON ALL SID~. 4 UVE I~AAD~ ~1'INC~ 2000 P5F b'~ f~(TCRIOR ~VATIGNS - RFJ~R At~ 510E5
7
4J 'f0 ilE C.aNGRETE BLOGiC FOI~DATI0N5 OF , , PIRSt F~OOR 40 P5F 9 KITCkBd AW BATH CABU,Ei LAYOUTS . 'DI~T LEV~S~ H0.D HK~H FQOTIN(f~ 5KJQ0 RUOR 40 P5F
. ~ Zy pr~ &71t1 STPJR AND WPdJ. 5EGTIONS wl12 GRS~ ~ '~+GK FROM I.ONER EXGAVATIONS APO U5E , ,
' 4x8 Gar~~RErE urrta5 r0 BRiIX,E a~D r~. 4dt~3 wr~LL SbGri0r5 wli2 GRS. BA5Er8rr/ SrOrE . . 'S1 LtJ~BER GRNDES
H.EVATIOt~ BK~IN AT ~ l~Nt~h OTH~"U5E SFEGIFI~ ALL V~OD IGblt2 W+AI.L ~GTIGNS w/IZ GRS, PAL BA56~EIT . 51 GOUR5t61~ OR . ~RNMINC~ SFIWl FIAVE T'hE FOLI.OWQJG
YoP CF BASB~F]~T FOOTU~G~.IF=0'-0') ~~dt~ w~+l.l. SGGr10N5 w/~2 GRS. BASFa~TIr
. . ' MIN~MIM VALaJ~+
b ;w.i. GROY~~TG~ GariGRE~E BIAC.~c Nw~.S . , r~~ ~1 ~_~.4 i2~ti3 wa+tJ. 56Gr~or~5 w/i2 GRS~ 9~5FJ~r w~SrOt~E IP i0 2w4 R7 = 150q (R~'ETITIVEI '(OP OUT AT GRS. ill [p12~ ~GI.USIVE. , . • F•2 L0~^ER LEVB. RWR FRAMMri PV+N ~
. : ALL OTI~ER GONGRETE BLQ'•K NWlS TOP OUf ~ ' (IZ 5PF) 1~4 ~ ~
i4T GRS.~ 51i0~"N INGLIJ5IVE. . . F•3 ME41N LEVEt BEDROC;d R~.~OR FRAMIPI'i PI.AN . . ~ ~b : 13U9 (R6~ETITIVE) ~ ~ ~ ~
~ ' ' ~ F}7 = 12U9 (R~ETITNEJ F-4 MP151fR LEVB. B~RGnM R..L17R FRAMIN~ PlJ~N 7) ALL FGI~TING GESIC~'6 QASED GN s'~Y.l~ . . ~ m ~
' SOIL BFARIW. . . ~2t~0 ~b = 1101 IR~ETITIVE) F-5 UPrPER LFV~ BEDRGnM I~OOR FRAMIING RAN ~ ~
. . 7,ci~ = ioob fa~nrn~l
8) GRAW. SPPGE 15 MC~HANK,+°+I.LY VBJTILAT~ , . F-61 R(DUF FRAMItY~ PIAN ' AT A RATE OF I GFM FOR FJ1GH 50 5F OF , . SYPJ ~'_~b F-6Z RL?OF FRAMIN6 PIAN ~
' ~l.Q7R ARFA. . , IP TO 214 ~b - I125 (R6'ETIT~VE)
• • • FIA2fflX.E DETAIL SHffT . , (~2 5YP1 ~ °_~b g.~iRIG PI.AN
7H6 ~b - 1440 (RH'ETITIVE) E-2dt2 fUAJ. 8A5B°BrT
. ' ' ~ Pb = t380 (R~EtiiiVE1 E-3 LCZ"~R 1~v9. flFGrRiG PIAN ~
. ~ ~c10 Fb = 12G13 (Rg'ETITIVE) ' ' 2t12 I~ = 1120 (R~EiIiIVE) E'4 hVAIWMA5T82 I~'V9. R.GY~R H.fiLTRIG PIAN
- . . E-5 IPP~R lPV9. FlAOR 9FGiRIG Pl~4N ~ ~
haJaO-LAM ~ = 1.8
' ; LI~lt A5 ~b = ~iOiD KTft~IATE KEY hWIFAGTIJf~ ~cl : i50
. . $Y TRIbS-.~ST ~v =~P5 p,~~ al . IZ GRS. EIASFJ~Bli
. . OR EQJAL ~ . . • ALr r2 ~ RA.t. a45B~8~Ir
61 YVIt~'~ ARE v~Nri . AI.T ~3 • STq~E
~~16LE Ii~IG. ~ ~ . . ~
. . ' ALT' ~4 ' o ; ~
' '1) f~ROVIGE L10U8LE 5TIA5 AT Al1 Ld~IT~ AND NIOOD ' ~ e~~ u~e~ rrn~ ot~ar~~. ~-T''~ '
' ' ' ~r• ~b •
• b) ALL h~JLtIR.E 5TUD5 Ai BFAM BF~RING Mhi BE ~ ~ ~
~ ti2 5PF OR BETTER. NAN. TOGEII~t NUTH AI.T• M7 . ~ lOd 0 17 O.G. ALT• p8 •
~ Pf1lNIDE 50LID BLGY~ICIt~ B~OW ALL NU.iIPIF 5T1A5.
'10) MILTIPI~ NB~BER BEANS - NA~L fOGE1NER WIrH
' 7 ROV~j I(,b 0 17 O.G.
~II) i4LL FRAMPJG LI~iBF~2 ~Z ~F OR BET'f~2 EXC~EPi AIJ. ' $TlAS TO STUD GRADE LI~ER
~~?1 NAILWG BASED ON GQ~~ON NAIL S~ZE. ING~AriE 2~6
' 1F GF1~@rT GOAT~ SPKERS OR W~IL 6UN5 ARE VSED. 0 s
~13) PRONIDE (2I-2xb N2 `fF If1+DER5 AT EXTERIOR 0
~F~4RIN~ V~P~l.LS l~lP~h NOTED 0'THERWISE.
'14) pRQVIpE RG~OF SFFATHUJG AT TRU~h TOP U10RD AT
~ ALL I.OGAT10N5 FOR IATFJ2~L ~LPI'~RT OF TRlff~. 9
~ ~
'151 ALL L.U~IBER 51i04,LD 6E G-RALED At~D MARKE~ ' WITH THE APF'ROPRIATE GRf~GE STAhP.
V
~ ILDIIVG
F~,L B~A~ EdT • 1463A7 5Q Ft. • '
GRAW. SPAGE ~ 0 5Q. FT. • ~
• w/R1LL BSMT • • ~ ~
GJ~WoE ~ 641AI 5Q. FT, • ' - ~ i..CYER LEV9. • E67 q2 5Q FT. • .
MAIWh1A5TFR L~ 20A.66 5Q. fT. ~ . ~ ~
. i~F'ER LEVH. • E6990 5Q FT. • . ~
, ' ' ' • F~RGIi ' 171,82 5Q FT. ' . ~
~ ~
LIVWG ARF.4 3~5.q0 5Q. FT. • .
5(1JARE FGI~TAGE- hETHOD FOR CJ~LGU.ATING~ f~J~51 ZlFiS-~
'FM15FED ~JARE FOOTA6E GALGUATIGPS FOR TH15 fiOIF.~E V~2E ~ CN pL,,qN pQ~B~51GNy OPLY APD MAY VARY FROM TNE
FPl15HED 5f~11ARE FGnTAGE OF 1'tE FI~lr.~E l5 BUILT'
V 1 V~1+
HQM~S
Archllecture • Planning
4100 Horizons Drive Calumbue, 06io 43220
(814)-457•7230
5terling Cdler.tion
I.,or I~ BT
WinOtO d Budi0n0
Re5lderY,~e
~
'i'HESE DRAWINGS HAVE
6EEN REUIEWEq FOR AND SHALL COMPLY WITH THE ~ ~
nnne cnrrinn~ ne ru~
cwv t_vi+vi. vF#ESIDENTIAl. CODE OF OHIO
AS AMENDED
.Ipb' N0, Sr198t N0.
27-084 ~
! APPROVED PLANS MUS7 BE ON
1 SITE FOR ALL INSPECTIONS. _ ~ 2904 ~<-N `EVaZF~eff COW. - ~ R<-M~ ~
t w ~
62'-0'
C~onr.r'ete 5q,, Ft,
_ I' - I ILL TE 77 ~ V Ib'-0' 17-0' ~A~B~If '1960,29 yQFT, LOhER L.e1+8, 471,92 5Q FT,
5',4' ~a,RAt~E boa.2o 5G1,. Fr.
?^e~cw~r rnv~,~,~ Aoao xi~t fr~J = ~ wu~cnr+ we.~. w 0 I NOTE~ BUILDER TO VERIFY THAT ALL
5~ pETAIL TH15 SH~t ~~e~ seo~ F:a~, F:~a'-a~ SiRUG1URPd. LOApS iRAt~f~2
F=0'-0' A/G F=+4'-8' TO F~LNDATIqV,
- NOTE~
~ • a ~ t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~I ~ ~I ~ ~ ~ ~ ~ • ~ ~ . . • ~ i ~ ~r rio. i r~t
BLOC~CIN~AS 5J4'z4'TRIM ~ ~ _ ' ~ I REAIRED . i i - - - - - - - - - ' i 'TOIIDAiIGFI NOTeS
i I I
~ ~ 4'-9' MA. ~ ~ ~GUxf LC .4040 5L DER fEGREh) ~ I ~ rp b ~E GOU~iE ~ I i y ~ ~
I I ~ ~ I ~ ~ ~ ~ i i i i 3'-8~!' I(~ 7-~' If~' 7 r Q ~ Id' 7-8' If~ i AI.L GRA551aATGFIEO GGNGRETE BLOGIC WALLS
~ ' a~ ~ i i i ~ ~ ~ i i ~ i~~ i TOP OUT AT GRS, x12 INGLU5IVE,
i0 ~ ~ ~ I ~ ~ I ' ~ 41 i~ i A110t?~t GONGRETE BLGLK YVAllS TOP OUT
Plan ~ ~ 4. . i, i ~ ~ h" i ; i- N i' i AT GRy,~ SHONN INGLU5IVE.
G0.1BLE BAND i w Ox~l 57~ i • ~ ~ ' I'-II' ~ <i i
OVFR WIPIX.rN i~ I BEAM.2 LR'C7 i I F-0'-0' i i . . ;p , ~ ~ ~ I
, - ~ ~ - , i , ~l~ ~ I
i i a y ~ ~ ~.77 ~ ~ 1 1 ~ ~ ' ~ ~ ~ ~ ~ • • t ~ ? ~ ~ ~ ~ ~ I 1 T ~ ~ ~ ' ~ ~ I ~ ~ ~ ~
~ tOP OF FGUNDA ~ON NWl ~ . . DI~?iAR.Lf r ~ ~ I ~
J- i i i b b i~i `i~ i i ~ ~ ~ I I ~
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~ ~ i i FXGAVATED (E=«0'-4'J ~ I ~ I ~
~ i . HFJ~2 BL~IC ~ ~ n ~ I ~ 3~ MPl GQ~IG. 5lAB OVER T T AT ~ I
~ X~ F.O. I ~ VAR'JRBAf2R~R OJER ~'i ~ ~ ~ I ~ ~ ~ I • I ~ ~ ~
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~ I~ve ~ ~ ~ ` ~ ~ ' ' 'r~' IC~b Level ~ ; , ~ ~ ~ ~ ~ ~ LL ~Q
~ _ i~~ 3' St'RST~. ~ 0' x~ p'x l 7' P I L A S T E R i i ~ ~~o ~lab , ~ ~ ~ ~ ~ ~ ~
- r ~ ~ 3 6' x 3 6'xl 7 N I@ i c 1 5 M S T~. P I P E C A U N N G U d G, F W T' M G F~ U R E O ~ in ~ i CCNG. FOOTIt~ ~ C~OURSE ~ ~ F~tLAVAT~ ~ ~ ~
_ ~ i w/!4J- ~5 BARS - - - _ _ pll - (II GR5 E=,5' 0') i~~ i i (12 GR5 E=,5'-8'J 'll GR5 E=,5'-0') i ~ ~ ~ ~ ~ ~ 12 GR5 E=+5'-8'J ~ ~ ~ i ~ ~ ~ ~
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~ ~ ~ . . ~ ~ ~ ~ ~
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~ i ~ GCNG. r~'71'u1G ~ ' ~~PE G0.u•tr ' ~ '~t f[,RITK.w.) HFADEft ~r~,1 ~,v~t ei.aac ' I ~
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~ ~ 9' St'D.ST~ 30'x30'xl7 i i _ wEnclSr STffI.. ~ F:0'-0' ~ caae c i' i PIPE G0.UyN ~ BF~4M.34'-I' LONG GQ~G. FUOT NG i i m f=+4'-8 ~ ~ ~ ~ I
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' ~ ~ ~ ~ _ (~qy VAAOR9ARRIER OVER i ' ~ ~i~ w b ~ 9 F-
~ LIt~E GRAVB. FIl1(~4' MUI.) I.~ _ ~ i i i~ i7-0' 7-8' 7-8' 7-8' , ~ 7-e~ ~ y ~ ~ , ; ~
i I F-0' ~0'. • I~~ IF~ ~ lFi ~6' , ~ ~ i ~ LIt~E ~(1 ~ E ' ~ ~ ~ ~
,p~ ~ OF 511+8 TO BE 4' B9~OW E 4' B9AW ~ ~ i
i - - - - - - - - I ~ ~ i ~ T Gf FOU~l7ATIGN OREAR ~ _ ~ r i i ~ . P 'Q X~ oREAR ~ l~ - ~ ~ " ~ _ ~ ~ ~
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~ ~ ~ • , ~ ~ ~ < • ~ ~ ~ • ~ ~ ~ ~ ~ ~ ~ tV ~ ~ ~ I AT GR5 ~12 TO ~ ~ i ~ t.Jl~qO ~ ~
~ a1PFnRT 51A8 I ~ ~ ~ ~ ~ ' I Q i , ' ~ ~ ~ ' F-
~ I ~ ~ I I - -F--' I v~ ~ ~ ~ ~ I ~
i i ' • ' ~ ~ ' ~ ~ ' • ~ ' ~ ~ • ~ ~ IA~EW.AVATEU i'~ ~ EU ~ ~ ~
' I I 3~' MW. GOtdG.511$ w/p3 9~AR5 ` - - - - - - - - - - - - - ~ ~ ~ RET'IpVE VfiGE1AfI0N 1 AfION l ` ~ ~ i ~ ~ FRIAL r ~ 'b ~ i
~ i i Ib' O.G. EAGH WAY OVER ~D A.. ~ ~b - Of2CaANIG MATERIAL ~ i• i 1~~~ rW I~ ~ CQ~PAGTE~ FILL, TOP Cf 5L48 ~ i 9~' MIN. GONG. 51A8 OJFR ~9 ~ ' ~
I i I~AVATED I ~ t0 ~ i~' ~.OW i0P OF R.~R ~ I GRAVB, FILL (4' MPIJ ~ . i ~ i AB OJFR ~ 4' MPIJ I ~ M
~ ~ R~ V6GETATION l ~ ' ~ - - - - - - ORCa~±NIG MATERIAL- - - - - - ~ ~ ~ h t51-W ~ LffT TO RIC~NT i TO RIC7hiT ~ ~ ~ ~a".~
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GONTINJqJS 2X4 TOP RAIL AI.J. TRI~f E~ SHALL BE De51~h~D 8Y NW~UFAGTURER,
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• NOiES AN~ DIh8r510N5 M [BRAKEIS] 4100 Horizona DrSve Columbu~, Ohio 43220
FOR ALTERNAiE 12 GRS. BA5ByB~1~ (8141-457-7230
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All Tld~f,~ES SHALL BE DE51GrED BY MAt~,fAG7URER. THE TRUf~ MAPUFAG7IJRER 51iALL SPEGIFY THE FOL.LOWINCa
SQ,IN, VB~lfILATION REQ'D. ~131,4 SQ.IN. SQIN, VBdTItATION REQ'D. 423.2b SQ.IN. i, i, BFr4RING REAGTIONy EXLFRTED 6Y THEIR PRODUGT,
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Architecture • Planning
4100 Horizona Dr(ve
Columbus, Ohio 43220 18141•457•7230
HALL TH PLAN B~P?
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4100 Harfxona DrSve
Columbua, Oh[o 43220 1814)•457•7230
5t~er'ling C.dlg~.ti0~n
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~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~_0 ~ ~ ~ ~ 4100 Horizona Urfve
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5(iylp I' ¦ I'
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Re~ldence
P~o~n No. ~
~
Eo84 CFP. 0 2004 WVEFZE<-r+ ctva4R4Nr caza. - Pu. wO+rS RMBZVW
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