07201024 Permit File?
5750 Chandler Court
`JVesterville, OH 43082 ? ? 1t T
E-Mail: hoyssinc@aol.com
Phone(614)895-1922 ` ?
Survey Fax (614) 895-1949 SUR YING
Construction Fax (614) 895-9549 SERVIC S, INC.
I REVISION DATE & REQUEST I
?/iV C ? 05.31.oy (NV) NEW HOUSE ?
FoR_ VIRGINIA HOMES HOUSE STYLE TREE SURVEY
LOT/SUBDIVISION 21 RIVERSIDE WOODS ciN oF DUBLIN
SCALE 1" = ZO' pg, lO7 pG. 42 DATE 1?.16.?6 ORDER NO. DRN. NV CK.
FLOOD ZONE X COMM. PANEL 39049C PAGE 0126G DATE g/2/95
MINIMUMS R: 25? "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH LOT WIDTH @ B/L 90.00'
S: 7'/15' DECIDUOUS TREES 1N THE FRONT YARD OF THIS LOT. INSTALLATION
WILL OCCUR DURING TI? LANDSCAPE PHASE OF TI? HOUSE.
PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY
THE CITY OF DUBLIN PRIOR TO INSTALLATION." ??
, -?`? ?,???'r
4389 BEECH WOOD LOOP 60
?. ?
N
_____ ? -___..,,,
? ? ? ? ?
?
I {
?__ ,
?-J
21
5??
? ORANGE CONSTRUCTION FENCE 5 59 ?
?? ??
?_? 561
O ?63
562 -
5g o
1 5
54 6 5
5
3?0 55?
5 53$ O
o O 550
540
537 Walnut 11.0 Good 558 Sugar Maple 1G.0 Uood
538 Honeylocust multi-stem 25.0 Fair 559 Green Ash 1??:? Good
540 Honeylocust 13.0 Fair 560 Green Ash multi-stem 1:i.5 Fair
541 Green Ash 12.0 Good 561 Green Ash `?.5 Good
550 Sugar Maple 10.0 Good 562 Green Ash 7.5 ?ood
556 Sugar Maple 11.5 Good 563 Green Ash 6.5 Good
557 Walnut 7.0 Good 566 Sugar Maple l;j.5 Good ?
CI?.? ? OF DUIII,IN
Div3sicn of Building St3cSCfards - 5£00 S'hier•Ringa Rcad • Dublin, Qhio 43016
Phone: (fi 14) 410-4670 • lnspection Line: (614) 410-4680
- .___._.R.evision Application 01/04/07
ejn
RECEIVED
4
Revisionll- e$ SEP 2 4 2007
? BUILDING DIVISICN
CITY OF DUBLIN
, Application Number 0-7-2010Z.L{
Address t}?? EEEc_?A Wbpp Li
Reason for Revision F1N?6kiEp -OC6EMEN3T
w ?-nP FuL-L 13aTtA - APPO-ox, ?025 q? ,
**Note: All revisions must be clearly highlighted or clouded
on all the revised plans and plot plans.**
Contact Nam
Contact Phone Nunzber ?'? IL4 -Ll I?--?? ?
For offtce irse oirljy
Revision is to be reviewed by:
' Building Division
. Planning/Zuning Division
Engineering Division
Major Revision
s Minor Revision
S upplemental In f ormati oii
l;pdated 5-23--04
?...........
PERMIT NUMBER:
CITY OF DU:BLIT?T o?- 2o ro 2 µ
DXVISION OF ENGINEERING
CITY OF DUBLIN RESIDENTIAL BUILDTNG PERMIT SITE PLAN REVIEW CHECKLIST
. ..,..?.?
Subdivision: ' ? Lot Number: Reviewer; Epp
Address:
q389 W o-?? Date:
o?r I??
ITEM DESCRIPTION YES N4 N/A
1 Is this a revision to a. Mastor Grading Plan? If Ye,a, 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 clevations on the sitc plan for a ncw home in an older subdivision or a plan with unusual
grading field verified? If Yes, proceed with roview. Tf No, request field verification,
4 Additional spot grades•are sbown on drivcway and at the rear cdge of the pedestrian path.
5 A distance is shown from the front of the garage (for a front-loadcd garage) ar at the street side edge of
the apron (for a side-loaded garage) to the rear edge of the pedestrian path.
?
6 Thc 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 ba verified). ?
13 Garage floor elevation is shown (not to be verified). ?
14 Sanitary sewer lateral location and elevations at tap and faundation are shown and labeled. ?
15 One-foot or more clearance is shown between basement floor slab elevation and end ofservice elevation
for the sarutary sewer lateral. '
16 Location and sixe of water service tap is shown and labeled.
1 i Z?anitary and storm structures are shown, labeled and match the approved construction drawings.
_ 18 Water main and nearest fire hydrant are shown, labeIed and match the approved construction drawings V/
19 Requued sidewalk and/or bike path location and size is shown and labeled.
- ZO Location and siae of existing sidewalldbike path alorig side properey line is shown and labeled, V/
21 Tree lawn siae is shown and labeled as 7 feet. ?
22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number: 330 !t 9(01,0Fs6 Effective Date; d9• O 2' q'rJ IV
23 Brosion control is shown, labeled and matches the approved construction drawings
24 Trec protection fencing is shown, labeled anc3 matches the approved construction drawings
25 "No Parking Zone" along street frantage is shown, labeled and matches the recorded Final Plat
26 Easements are shown, Iabeled and match the recorded Final Plat ?
27 The drawing scale is shown. ?
28 A north arrow is shown. ?
29 If a corner lot, address should be for street that the &ont door faces,
Commemts:
REVIEW RESULTS: 2"APPROVED
11 DTSAPPROVED
D Expedited 5econd Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit
, applications to the Divisivn af Buiiding Standards.
-" REVISION DATE & REQUEE"
, ': z C 05.31.07 (NV) NiW HOUSE
Cnandler Court OH 43082
,rville,
:il: hoyssinc@aol.com H
io (614) 895-1922 SYjj?G
?ey Fax (614) 895-1949
tstruction Fax (614) 895-9549 SERVIC S, INC.
LLFOR SHOWCASE HOMES 'r,OUSE STYLE CARMEL
LOT/SUBDIVISION 21 RIVERSIDE WOODS ciN oF DiJBLIN
_ ORDER NO. _ DRN. NV CK.
SCALE 1" = 20' `/ PB. 107 ? PG. 42 ? DATE 10.1.6.06
FLObD ZONE X ? COMM. PANEL 39049C J PAGE 0126G ? DATE 08.02.95 ?
MINIMUMS R: 251 "LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH LOT WIDTH @ B/L 90.00'
s: 7715' DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION
WILL OCCUR DURING THE LANDSCAPE PHASE OF THE HOUSE.
PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY
THE CITY OF DUBLIN PRIOR TO INSTALLATION."
brkepath/Sidewaik Requlred
CALL INSPECtIOhJ IINE TO ICATES ?/
SC"EDU`E `"SPECT'°" FIOobRouli?
4389 BEECH WOOD LOOP 60'
? 3. ba %
C TC- - 864 I.ET NO P ?
.83 ARKING
16 0' B/C 866.
x
4?W g„WM.
',?treet Trees tieQuired WATER T 58
CAII CITY fORESTER 9EFORE AP •
txRnER Mo IHStALu«u 865,1 o x78.75' 966.
T?SOLE ,
6, M
E`?: SEU, SLOPE=
?•S'•= 8S ?' AP 31.00' 2.?%
? ? I. m7%
??'' ? ?
30' BLDG 16' DRIVE
8 i (39.15'- • L? 868.00 ? ?,
S S ? 12.67
8.67 x
? o J 867.7
22.33 ° N
o ?
?bs.2i3 ? frW J ? N 10.33 ?'/ o?
o JW o ? V ? 0
oo ? 31.331
06
22 ? 0
0
F.F.= 868.10 d°- ? F.F.= 870.00 ?VI`2.00
T.O.B. = 869.00
8•00' BSMT. = 861.50 ? F.,
2.00 f ? ° ?
I HEREBY CERTIFY THAT T M oU
GRADE ELEVATIONS SHOW O?I 50.0 ?
THIS PLOT PLAN ARE T g? ??? ? J
RESULT OF AN " BUILT" RVEY l 21
PERFORMED 0
36.64'
? « 'R pR BUIIDER SIGNATURE DAT Q
25' NO DISTURB
86 ZONE
Tsee Protectitm-fencing
MiiS? 9E INStA:: - Eu ANG tNSPEC;TED 64.90,
PR40R T"; ?I4R? ANY CONSTRUCTlON.
_ CALL PtANNINu ?}iYiS{ON fQR fNSPECTiON
t*"NOTE: WATER SERVICE SIZE = 3/4"."
r
` NOTE : BUILDERS 1 O PROVIDE /
TREE PR.OTECTION DURING ALL
PHASES OF CONSTRUCTION.
SQUARE FOOTAGE DATA
FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY
LoT 13,748.0 w,aLK 242.0
HOUSE 2876.0 soo CoV. 10,203.0
oR,VE _ 1448.0 LOT COV. 20.92%
APPROACH 170.0
?
NOTE: IRREGULAR DRIVE
CONFIGURATION
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, 3p E
? log
U.19')
'r 7N INQCCURLtANCE.'
tr\???R0 I)U
Bi.N• OHIO
?i`?Y OF
?
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F.F.= $72.20
en A1i Mechanical Uuuia
PUBt1C R.0.W.
PLANM1NG OMSION
City f Dublin
ppPROVF AS NOTED pPo-frl - o?
64.9V
)kl
COMPACTED GRANUtAR BACKFILL ITEM 304
REQUtRED IN SANITARY lATERAL AND WATER
SEf7VIC£ TRENCHES UNDER PAVfD DRIVEINAY.
? PLOTPLAN
BUILDER TO MAINTAIN We hereby certify that the foregoing PLOT PLAN was prepazed ;iom
EROSION CONTROL ?ormation provided by the Client and data obtained from Engir.?ered
Subdivision Plan. This Plot Plan ia-to be used by the Client for tlse sole
puipose of obtaining a buildin¢ permit The use of the Plot P1an for aa
other purpose is strictly prolubited. %%%%F,.I.. 0f
srEVEN
J.
HOY
7313
By
?_
CITY OF DUBLIN.. August 11, 2008
Dirision of
Boilding Standards Tia Ledford
5800 Shier-Rings Road M/I Financial Co
?•
Dublin, Ohio 43016-1236
3 Easton Oval
Phone:614-410-4600 Columbus, Oh1o 43219
Permii Phone: 614•410-4670
fax: 614-161-6566
Automuted Impection RE: Permit Address: 4389 Beechwood Loop
une: 614-410-4680
Web Site: www.dublin.oh.us
Permit Number: 07-201024
Dear Ms Ledford:
The City of Dublin has issued a Certificate of Occupancy for
the above-mentioned property. Any escrow amounts held
may be released.
If there are any questions, please feel free to contact me.
Thank you.
Sincerely,
?effrey S. T er, CBO
Director of Building Standards
a
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 thall
described below and
?
ADDRESS:
E`
BY:
PERMIT
the residence
or occupancy.
NO..
FINAL 1NSPECTION DATE:
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CITY OF DUBLIN
Division of Build'ulg Standarcls
5800 S uer Rings Road
Ih blin, Ohio 43016
Phpne: V/M D 6141410-4670
Inspection Lv c: 614/410-4680
COTVDXTIONAL APPR.OVAL AGItEEMENT
...,_:- - e.,. Mea_ e..A -,?-A ;.,.,, 1.., a.,AAZirr- Shdw c-a t e, l--?/vvtes
- (Projcct IvianagctlGeneral Contractor)
Herein aftcr ]rnown.es the Projcct ManagerlGrenerai Corltcactor, and Liar o: s, - Tro? -=
(4wnedOccupant)
Herainafter% knowm as the Owner/Occupant, and the City of Dublin, hcreinafter lrnown a thc City, -who
mutually agrec and covenant as follows:
I, The Praject ManageclGanenal Contractoor, who is constnnccting e new prcmises at:
Qeeah w c;oe-( ?Q=D
IIuildingPernxit No. 0-7 .aQ has applied far a CertiScate ofOccupaney.
2. The prcmiscs, as ofthe date this agreGment is eigttcd, has not met all requircmens of•thc Aublin
Codified Ordinanees, hereinaRer lmowm as tht Code, and thcreforc additional iinal inspections
cannot be approved.
3. Thc list of itexns. which is attaehed to and is a part of the agrecmrnt, is acceptcd by both the Yroject
Managcr/General- Contractar .and the Owner/Oceupant, documentation of thosc items necessary to
be completed prior to the projcct receiving final approval.
4. Aelrnowledging t?aat - the prcmises are not completed and that cettain items, as shown, arc
rcquiremcnts of the Code of tbe Ciry, the Owner/Occupant, requests tbtat the City s IIows occupaney
of the prem'sscs and use of the pxogerty as af thc date of this agrccment.
5. Yn retznrn far such above Conditional Approval, the Project Manager/General Coittraetor agrees to
completc all itcros as shawn by (dau) ?O ?-4 and further agrees to reiease, hold
harmless and itDdcmnify the City and its agents, assigns and cmployecs from eny tnd all obligation,
liabiiity, and/or responsibility that might arise as a resnlt of pcrmitting oci:upaney under a
Conditional Approval Agmement.
6. In retwn fvr the Cifiy allowing conditiotael approval, the Owncr/Occupaut hereby rcteascs tht Ciry,
its agmt, assigns and employces frotn any and all obligations and/or respansibilities rclated to the .
cvmpletion of the premises, and furthez agrees to relcase and hold hamnless th. Gity, its agents,
. assigns and employccs frosn any And all liebility that might anise as a result of occupancy of•#hc
pxemises. Further, the Owner/Occupant acccpts the responsibility for the compicl.ion of those itezns
shown as incomplete, and recognius thst the City may revoke thc Can iitional Approval
\\DUBLt1VDA'ftiPHR SERVERIPLR\PEft\TliOME1V10FF1CLIIWP\DOCSIDOC\FORMS\CONDiTIONALOCCUPATCY
'R.EFM EM'.doC . . .
, 1 of Z Updated 4-02
Tk) 'a a?-r-J 6Z? tT3
3SH?P?UHS fR'NHT?-1? 1.1 1
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7,00In 1!8VS Otd n8:':ill Zi:ZI 03iW 900Z/LZ%ZL
. ?
Agxeement caus'rng the premises to be vacated; and/or the City may initiata ]cgal action, if these
items . are not complctcd on a timely basis, and w;thin the schedulc contained iA item 5 of this
agrecment. Thc Owncr/Occupant agrees thes the City or its ageat shall havt full access to the
propcrty to inspcct, or at iYs solc end exclusive discretion cause to be made an y improvemcnt
ncccs.saty w bring any part of thc premises into compliancc with this Condit.onal Approval
Agreoment,
7. The Ownerl0ccupant and th,e Project Manager/Genera] Comtractor both agree th at the City, by
accepbng this Agrxment in allowimg oceupancy as of the date of this Agreemcnt has in no way
waived, fotfeited or othawisz relinquishcd any rights and/or powers that it wot.ld have if this
Agreement wexe not in effect
8. The Ou+ner/Oeeupant aclwowledges- that he is undcr no obligation whatsoever to cntrx i,nto this
Agrecment, but that abscnt this Agreement, Conditicmal Approvai to u'se the propxty will not be
grarrted.
9• This Conditional Approval.Agrccment will serve as t'he Tcmporary Occupancy 1'erc:iit the Building
Official may issue m accordance with 4101:2-1-27(E) of thc Ohio Administraiive Code whcn the
cntire scope of the building work has riot besn c.tfmplcted, but the Building Official has detcmincd
. the building can be oacupiod safely.
Projact ManaW/Gcncral Contcactor Datc
(Fleaso Prir,t)
Nv« i5
Owner/Occupant T?atc
(Plcaae Ppipt)
1)
Cixy+ af publin
"
Gcn ntractc 'r (Signatum)
?owncar/ t
{Signatvre)
\1RUBLiNDATA PE1t_SERVER\PER,\PfiR1THppQEW10FFICE\ RM51CqNDlTIONAL OCCLlPANC1'
AC3REEMEAlT.doc
' Pap;c 2 of 2 Updnted 4-02 ' . .. . ,
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showcasehomes.com
NEW HOME ORIENTATION
Welcome to the neighborhood and the Showcase Customer Care Program!
qlo
nfiowuce6omee.com
HOMEOWNER Al?"J(' r-,r., -. (ratt e, f""
COMMLJNITY & LOT
Cv 4-vvy
DATE ?? ? O WORK PHONES t???? HOME PHONE
b-aote-cE. 4l1.l.- qst - 2 ?Z2
I have been instructed on the general care and maintenance of my new home and have
had the operation of the major components and appliances explained. I agree the
construction of the house is complete and satisfactory.
There are no verbal agreements or commitments regarding this Orientation and future
concerns should be directed to the Showcase Homes' Customer Care Department.
Customer Care will be happy to assist and has the best ability to support ongoing questions
and/or concerns. Thank M for c}4oosing to build with Showcase Homes.
?1ac? ??-
V ?
Homcowner Datc
Showcase Homes 4?-t4wz ? Date `Z"l zo G7
Your Customer Care Contact Information `?VPA`S
flh
M/I FINANCIAL CORP.
Jeffrey S. Tyler
Director of Building Standards
City of Dublin, Building Standards Division
5800 Shier Rings Rd.
Dublin, OH 43017
RE: Address: 4389 Beech Wood Loop, Dublin, OH 43016
Building Permit Number: 07-201024
Loan Number: 07-005397
Dear Mr.lyler,
We hereby agree that the escrowed funds in the amount of $8000, as specified in the
Approved for Conditional Occupancy" inspections and requirements for this property, will
not be released until a final Certificate of Occupancy is issued by the City of Dublin.
In the event such final Certificate of Occupancy Agreement is not issued within the time
period specified in the Conditional Occupancy Agreement, the City of Dublin has the right
to demand payment of the escrowed funds for the completion of the project.
Sincerely,
Tia Ledford Date
M/I Financial Corp.
(614) 418-8807
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410-4680
DO NOT REMOVE THIS SHEET FROM SITE
The undersigned inspectors checked your property at
for compliance with Building Code. Any
VIOLATIONS.,`?T G ! A) E-1
a APPROVED ? DISAPPROVED
4:41C
? CONDITIONAL
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: Vfl'DD 614-410-4b00
Inspection Line: 614410-4680
Fax:614/761-6506
DO NOT REMOYE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant: Company:
. ., . _ _ ,
Site:
(Provide Detail Piot Plan of Lot)
? No Violations/Inspection Apprc
> 1. Clean Curb & Gutter
(Ord 28-98 Sec 97.38)
I Ve,lStAe LC) I?
U''?'h 6tis/Disalpproved? Approved For Conditional Occupancy
?
?
*Xio- Adjust Manhole to grade nita Storm)V11?,D1?'12,.
D11; Rebuild Mantwle Throat (Sanitary/Storm)
X 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)
58 7'4 Sec °=1 04
. (Ord.- , • )
?12. Improper Crading
(Ord. 7 75, Sec. 150.040)
?13. Gean StreeUClean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
(O.R,C'. 723.011)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
0(C,???th
Y
(Ord. -i7E:nalsidE.4al
9. ?Rfeplace (Ord. 35-74, Sec.
?14. Adjust Wateh Valve to Grade
(Mainline/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
6. Submit "As Built" Plot Plan
? (Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
1 ?18. Remove Erosion Control Measures
Comments:?L?"1? '? ?' ? ? ??.d/ '7"( (?/1 I?e--
R s ection: ? Approved ? Disapproved L%Conditional
C) `i
Inspector. ' Date: I
FnninaPn ns?ectinn WHITE - Site YELLOW - File E 304 rev.12/04 PP
. , .
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be ?pprov rior to requesting anrOccupancy Inspection by the Building Divipion. ',`
r+F: Y
Inspection Type(s):
ZONING INSPECTION FORM zoning/Lanascape
Land Use and Long Range Planning Commercial ?
Code Enforcement Residential Pl
Sign ?
CITY OF DUBLIN 5800 Shier-Rings Road; Dub1i?OH 43016 ,,.,,...Othe,r ?
Telephone/'I'DD 6144104600 Dublin Planning Fax 6144104747 Dublin Inspection Line 6144104680
.?
! Permit #: Pro'ect Name :
ProjectAddress: `v 3,Y
Contact Person:
Contact Phone:
YES NO 1) Aped Landscape Plan & ROA YES NO 6) -,Sign-instaited as approved
? YES NO 2) Plans, ChecklisM.Permit on Site YES NO 7}--Parg-spac,es, number & striped
?..
YES NO 3) Lightiag4pstalled per plan YES NO 8) Handicap-?spaces properly signed
YES ?NO ` 4) Landseape-irestalled per plan YES NO 9) Parldmg islands 7 foot minimum
YES( NO ? 5) Me-ehansals-screened per code YES;` NO 10) Meet residential appearance code
Zoning Approved ?
Zoning Conditionally Approved (See Comments)`El
Zoning Disapproved (See Comments) ?
Date of Ins ection
Ins ected B ,
COMMENTS??f
_...:?.-•-- . ? ? - _'? ?? ? ? . f f , ? .
? - .?, ? ,., f ?, ? t F. r , . ? ? t £'aJ`, '.?,r, %
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Zoning Inspection Form PLA-120 Date 08/12/04
CIT`Y QF DUSLIN
Diviswn af Builckg Standards • 380Q Shiw~ Road • Dublint Ohic 43Q16
Phvne:. (614) 41041610 • lnspe+cdm L'me: (6" 4104680
Generai Contractor; ? .
sugcoWMcToR
DlSCLOSURE
Appticafion No.:
Job Address:
The GenerW Coritractor is reqtired lo i'uffish ihe ?kvkamation regard'an9 ; inY
coMractor wor[ang at ft above addrem prior ta bsuance ofi aCe.rbTcate of Ooc i pancy.
Ap suboorrtractor reg-c--"a#+ons must be cunent ftough the ismarm tyf a Certific i te of
Occupancy, inducGng insurance and an apprcable Skte Certifications_
TYPE
EXCAVA770N#'
'
CONCRETE*
MASONRY
STRUCTURAI..*
ELECTRiCAL*
PtUMBiNG*
HVAC'E
INSULA770N
IROOF1AtG*
QRYWALL
SIDING
SANfTARY SEWERk
' LANDSCAPtNG
FIRE PROTEC1-IpN
UNDERGROUND
FiRE ALARM
FM suP?RFSS?ou
PAfA1TlNG
OTWER
NAIIAE OF CX)NTRA{:TflR
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CITY OF DUBLIN
Division of Engineering
DO NOT REMOVE THIS SHEET FROM SITE
' PLEASE PRINTALL INFORMATION
Applicant: Company:
r
Site
(Provide Detail Plot Plan of Lot)
Lot No: c?L S Application No:t
? No Violations/Inspection Approved
?1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
?3.
? 4.
1?5.
? 6
? 7
Adjust Water/Gas service box to grade
Ad' t I I t t rade
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
F?: 614/761-6506
P f.? j/11?''f+!?
isapprc?ved ' ?I Approved For Conditional Occupancy
tf. Adjust Manhole to grade nita Storm)'t':°, VE?1Z.._
GM 11. Rebuild Manhele Throat (Sanitary/Storm)
(Ord. 59•74, Sec. 51.04)
?12. Irnproper ?rading
(Ord. 7-75, See. 150.040)
?us n e o ?13. Clsan Street/C{ean Sidewalk
Erosion ControUSod or Seed fNe,5 (Ord. 7-75, Sec. 150.039(J))
c? ?n5?pec'c n (Q.R.C. 723.011)
(Ord. 40-98, Sec. 53.090 (G)) B/?rb8?
Replace Damaged Asphalt ? ? ?14. Adjus# Watch Valve to Grade
(Ord. 35-74, Sec. 97.37 (A & B))
Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
` (Ord. 7-75, Sec. 1 50.038(C?) ,
yz: ?C9. F3eplaceb?gd ?idewalk/"ath
(Ord 35-74, Sec. 5i:U2ry-
(Mainfine/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
6. Submit "As Built" Plot Plan 6ir- `- (7..0$
? (Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
? ?18. Remove Erosion Control Measures
. ?L> lj I -r r ? / %-t L
Comments• 3t t= 1"c. ,`- ` (? ) C?l ?.?
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approv` ?- rior to requesting an ccupancy Inspection by the Building Divi7ion.
Inspector:
--?Re nspection: -7-sX-ros isapproved
pprove
?e.?uub 8
j
Inspector: Date: f z
Engineerinlj-EiaaLlaep?ctiaTl'r-? WHITE - Site YELLOW - File E 304 rev. 12104 PP
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
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5750 Chandler Court
. S Westerville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
?<v
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Order No.
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CERTIFIED TO -TAN50HIO f'.?S T111?? COUNTY OF FpANKI-IN
LENDER P.B. 107 PG. ?2 OR./D.B. PG.
REV 5-12-08
BUYER NOI:pIS SCALE 1" = 20 DATE I2-4-01 DRN 0 CH
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n accordance with Chapter 473
We hereby certify that the foregoing MORTGAGE LOCATION SURVEYwas pr 338, Ohio
Administrative Code, and is not a boundary survey pursuant to Chapter 4733-37, Ohio Administra[ive Code. This plat is prepared for mor[gage
loan and title purposes only and is not to be construed as having been prepared for the owner or for the use of the owner for any purposes.
?p\11111
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THIS PROPERTY IS LOCATED IN ```?p
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COMMUNITY PANEL
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PAGE 0I26-N DATE N6_04 g
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CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
M/I HOMES OF CENTRAL OHIO, LLC
3 EASTON OVAL SUITE 310
COLUMBUS, OH 43219
June 23, 2008
RE: Conditional Occupancy Approval Nearing Expira.tion
Application Number: 07-201024
Address: 4389 BEECH WOOD LP
Project Description: SQ FT 5890
Subdivision/L,ot #: RIVERSIDE WOODS #21
Dear M/I HOMES OF CENTRAL OHIO, LLC:
The Building Standards Division records indicate that the above-mentioned Conditional
Occupancy Approval will expire on June 20, 2008 and that the project has not received a
Certificate of Occupancy.
In the event that we are in error, please contact this office immediately so that we may
amend our files and issue the appropriate Certificate of Occupancy.
If the project has not been completed or simply lacks final inspections, please call the
Inspection Line (614-410-4680) to schedule the final inspections immediately. Make sure
that paperwork is on the jobsite prior to the inspection.
We look forward to hearing from you soon regarding the completion of this project. If we
may be of further assistance, please feel free to call our off'ice at (614) 410-4670.
Sincerely,
? ?-
Jeffrey Tyler
Chief Building Official
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
SUBCONTRACTOR
DISCLOSURE ?
General Contractor:
plication No.:
Job Address:
a4
The General Contractor is required to fumish the following_information regarding any
contractor working at the above address prior to issuarrce of a Certificate of Occupancy.
All subcontractor registrations rnust be current thcough the issuance of a Certificate of
Occupancy, including insurance and aN applicable State Certifications.
TYPE N?ME OF CONTRACTOR DUBLIN REGISTRATION NO
EXCAVATION*
CONCRETE* L 6wiI l e r :0 l v
MASON RY K o? M?. ? o rT . : U-7 -? 3 3
STRUCTURAL* ? , h ?- { L , „. 12 : 0'1
ELECTRICAL* s ?H„ o-r - t di
PL'1JMBING* i/' ac?,?r 4-e
HVAC* •o'??rn?n WL cv c
INSULATION
ROOFING* k r-tw 01-Z1 ?
DRYWALL 5 r v? ? 0`1' Ll 8/
SIDING
SANITARY SEWER* ,r .?'oto( O `7 - Z ?
LANDSCAPING G , U -1 ? i? a..,
F1RE PROTECTION
UNDERGROUND
-
FIRE ALARM
FIRE SUPPRE
G l??= ??? ?L.,???? - ?
OTHER
*MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A
COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE. z
Excel/Subcontractor Disclosure Update 2003
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date 9 ta-, 1 b-?
Application No. 0_4-AD\QQA
APPLICATION FOR ELECTRICAL PERMIT
Job Address 1-13$(? 9eec=k)Ocl1LQOe Parcel No
'?l ? J{' r S i4 w 0 0 cS S Loc No. ? I
Subdivision
Owner Name ? ?01t?W Cl).S ? H13*16 Telephone W^
Contractor Name QP.S.T h ?? ? 1'r Jf lc Telephone / L
Contractor Address ? J? N" :jekM? _s kA Dublin Registration No. A t
Residential:
New Sq. Ft.
Temporary Service $40.00 ...... .... ...
4. Ft. -
$40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fiaction t-herevf 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.
Temporary Service $60.00 .......................................................................................................................... ?
$60.00 Minimum plus $60.00 fQr 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 ? e w HOYA?,
This permit is granted on the express condfion 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 an prn ? sai
5Ig118tUP@ Of 1IC@C1S2Cj COfltl'BCtOf Of F'^''r`°^`"incr
Division of Building Standards
?la?lo
Date: 1/1/2001
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00201024 Date 9/27/07
Revision number . . . . . . . 1
Property Address ...... 4389 BEECH WOOD LP
Parcel Number: 273-011511
Alternate Address: RIVERSIDE WOODS #21
Tenant nbr, name ...... SQ FT 5890
Application type description RES SINGLE FAMILY DETACHED
Property owner ....... M/I Homes of Central Ohio, LL
Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 240.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 3/25/08
Qty Unit Charge Per Extension
BASE FEE 40.00
10.00 20.0000 RES ELECTRICAL SERVICE 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
A Minimum of TWO, 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 ocur during the landscape phase
of this house. Placement of the TWO TREES will be
Field-Verified by The City PRIOR to INSTALLATION.
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 ..... 07-00201024 Date 9/27/07
Revision number . . . . . . . 1
----------------------------------------------------------------------------
Special Notes and Comments
CORNER and THROUGH LOTS Shall Meet This
requirement on all street frontages.
Home business requires a home occupation permit. Contact
Greg Jones, 410-4647.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 240.00 .00 .00 240.00
Plan Check Total .00 .00 .00 .00
Grand Total 240.00 .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. o:7 ° '2_0`o ?2_ ?
Date g r'z ;" /c>-? l4New !ZlRemodel esidential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
Does the sewer discharge into an individuitl,soWep disposal system or sanitary sewet? SO!N
How far distant from any dwelling, well or cistet`n is the sewage tank?
What is the size of the main drain? ? Of what Ca ft Yent pipes consist?
Of what material does the house drain consist?
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
INSTRUCTIONS
This form must be properly filled out and retumed to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the following basis:
RESIDENTIAL COMMERCIAL
Application for permit & first fixture ............:.................. $50.00 Application for permit & first fixture.............................. $60.00
35 - Number of remaining fixtures X$10.00 Number of remaining fixtures X$12.00 =$
Total Inspection Fee ..................................................... $ T`'"" Total Inspection Fee ....................................................$
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qtv.
Air Admittance Valve
*Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers !
Drinking Fountain
Floor Drains
Garbage Disposal
Hot Water Heater 2
Interceptor
Kitchen Sink
Laundry Trays ?
Lavatories ?o
Mop Sinks
Outside Faucets ?
Roof Drains
Rough-in Openings for Future
Sewage Ejectors
HOT WATER TANK REPL,ACEMENT FEE $35.00
Showers i
Sterilizers
Sump Pump
Trap Primer
Urinal
Wash Fountain
Washing Machine
Water Closets 5Water 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 ..... 07-00201024 Date 9/10/07
Property Address ...... 4389 BEECH WOOD LP
Parcel Number: 273-011511
Alternate Address: RIVERSIDE WOODS #21
Tenant nbr, name ...... SQ FT 5890
Application type description RES SINGLE FAMILY DETACHED
Property owner ....... M/I Homes of Central Ohio, LL
Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 400.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/04/10
Qty Unit Charge Per Extension
BASE FEE 50.00
35.00 10.0000 EA RES PLUMBING >1 FIXTURE 350.00
----------------------------------------------------------------------------
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
A Minimum of TWO, 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 ocur during the landscape phase
of this house. Placement of the TWO TREES will be
Field-Verified by The City PRIOR to INSTALLATION.
CORNER and THROUGH LOTS Shall Meet This
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
------- ..... 07-00201024
------------------------
----------- Date 9/10/07
-----------------
--
Special Note s and C omments
requirement on all street frontages.
-------
-----------------
Fee summary
- -------
----- ------------------------
Charged Paid
---------- ---------- -----------
Credited
---------- ----------
Due
----------
-----------
Permit Fee Total 400.00 .00 .00 400.00
Plan Check Total .00 .00 .00 .00
Grand Total 400.00 .00 .00 400.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier - Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number: n% ???0,--7 I/
SURVEYOR
BUILDING LOCATION AND FIRST FLOOR ELEVATION
CERTIFICATION FORM
I, the undersigned, do hereby certify the following location of building and elevation of top of the
foundation wall at the referenced property. It is the builder's responsibility to insure that the
location and elevation of the top of the foundation wall plus the first floor system, as per the
approved prints, comply with the site plan approved by the City of Dublin (in reference to the
City of Dublin Codified Ordinance 1305.02(k)).
Propertv Owner: SHOWCASE HOMES
Subdivision:
Lot Number:
Address:
RIVERSIDE WOODS
21
4389 BEECH WOOD LOOP
Approved Foundation Elevation
Actual Top of Foundation
Professional Seal:
869 Feet above mean sea level.
868.85 Feet above mean sea level.
Signature of Surveyor:
8/8/2007
Date
This form is to be completed prior to the foundation inspection and must be made available on-site with
the approved prints.
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 ..... 07-00201024 Date 7/25/07
Property Address ...... 4389 BEECH WOOD LP
Parcel Number: 273-011511
Alternate Address: RIVERSIDE WOODS #21
Tenant nbr, name ...... SQ FT 5890
Application type description RES SINGLE FAMILY DETACHED
Property owner ....... M/I Homes of Central Ohio, LL
Contractor . . . . . . . . . M/I HOMES OF CENTRAL OHIO, LLC
----------------------------------------------------------------------------
Permit . . . . . . RESIDENTIAL BUILDING PERMIT
Additional desc . .
Permit Fee .... 540.00 Plan Check Fee .. .00
Issue Date . . . . -7. a<;; , Valuation . . . . 0
Expiration Date . . 1/21/08
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 .... 250.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/21/08
Qty Unit Charge Per Extension
BASE FEE 50.00
10.00 20.0000 RES HVAC 200.00
----------------------------------------------------------------------------
Permit ...... LOW VOLTAGE ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 140.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/21/08
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 . . 1/21/08
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 ..... 07-00201024 Date 7/25/07
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1600.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/21/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
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
A Minimum of TWO, 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 ocur during the landscape phase
of this house. Placement of the TWO TREES will be
Field-Verified by The City PRIOR to INSTALLATION.
CORNER and THROUGH LOTS Shall Meet This
requirement on all street frontages.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES BLDG INSPECTION 550.00
RES CERTIFICATE OF OCC 30.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 07-00201024 Date 7/25/07
-----------
------------------------
Other Fees . . . . -----------
. . . . . ------------------
SEWER DUBLIN ------ ------
2000.00
SEWER COLUMBUS 3044.00
SEWER INSPECTION FEE 120.00
------------------------
Fee summary
---------- -----------
Charged
---------- ------------------------
Paid Credited
---------- ---------- -----------------
Due
----------
-------
Permit Fee Total 2600.00 .00 .00 2600.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5744.00 .00 .00 5744.00
Grand Total 8344.00 .00 .00 8344.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shall comply with the 2004 Edition of the
Residential Code of Ohio.
PLA N R EVIEW C HE CKL IST
ii
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OBBC Model Energy Code MEC Check worksheet required
Manuai J/Electric Loads Houses over3,000 Sq. Ft.
Ordinance Stair Risers 8 Treads 7 314" max. riser 10" min. ireads and 6 8" headroom
R303.6 Stairway Illumination
R311 Handrails & Guards
R312
Schedules Required on Plans; houses, addifions and
R303.1 Light & Ventilation Schedules sunrooms
R306 Sanitation - Fixture Clearance Figure 307.2
R307 I
R308 Required Safety Giazing
1318" s.c. or 20 min. door and 518" gyp. Bd. Type 'k' on
R309 Attached Garage Fire Separation all common walls per City Ordinance
R310 Bedroom Emergency Egress ./ 5.7 sq. ft. (24" net hgt. 20" net width) max. window still
h
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.
R311 Exits
R311.4.2.1 Interior poors Bath 2'4"x 6'8' habftable space 216 x 6'87(min)
R311.4.3 Landings Minimum 3' x 3'
R311.2.2 Understair Protection 112" gyp. 8d. Type -X"
Bsmt./hadway/bedrooms wired to prime electriclbattery
R313 Smoke Detector Locations pack - upli'nterconnected .
Ordinance Carbon Monoxide Detector Outside sleeping a?eas
R317 Foam plastic separation
R401.4.1 Soil bearing capacity ? Use 1,500 psf
R403 Footinglpier/pad size & location(s) ?
R403.1.6 Foundation anchorage 112" anchor bolt @ 6'0" oc; 7" into masonry & concrete
Stamped engineered foundation pfan required for
R404 Foundation wall sizes 8 reinforcements houses and additions
R405 Foundation drainage systems
R406 Damproofing or waterproofing
R502.3 Floor joist(s) allowable spans Lumber specifications required on drawings
R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2)
R502.6 Bearing 1 jV2- for wood & steeU 3" for masonry & concrefe
R502.11.4 Floor Trusses ngineered design required at Frame Inspection
PLA N R EVIE W CHE CKL IST
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.
R503 Floor sheathing
R(402.2)
R 506 Concrete floors on ground ?
R602 Wood wall framing
R602.7 Headers ' Tab/es 502.5(f) & R502.5(2)
R602.10 Wall bracing
R603 Steel wall framing
R703.7 Masonry veneer Table 703.4
R802 Wood roof framing Show truss profiles on roof plan
R802.3 Framing details Rafter ties, joist not perpendicular to rafters
R802.4 Allowable ceiling joist spans
R802.5 Allowable rafter spans
R802.10 Roof trusses Stamped engineered roof frusses required at framing
inspection
R807.1 Attic access 22"x 30"
R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance
R1002 Factory built chimneys Spark arrestor with rain cap
R1003 Masonry fireplaces able 1003.1 & Figure 1003.1
R1004 Factory buiR fireplaces
R7005 Exterior air supply
M1701 Combustion air 50 cubic per 1,000 btu/h
R602.3.1 Stud size & spacing Table R602.3.1(2)
Front & Back Form
Revised 04/12/05
D ?- v2o /02y
INTERNATIONAL ENERGI' CODE COivSPLIAI\CE ADDENDUM
DAT'E: 1/3/2006
FRO,M: CORNERSTONEE\ERGY
RE: DUCT NSULATIOV N UNCONDITIONED ARE1S
We have communicated with Dublin Building Department and the municipality has
explained to us they will be enEorcing ductwork oucside the conditioned envelope to
be insulated at R-8 starting immediately. Please attach this page to your current
IECC's for code submittals.
Uncondldoned Ducts:
- All ductwork locatcd outsiclc thc conditioncd builclinb cnvrlopc will bc insuL•itcd to R-8.
CO Qrie
Enervicee
&%.,
Chris Patterson
Estimator
Encrgy Star Rater
Office: 614351-1439 Exc. 228
Fax: 614-351-6650
N extel: 614-554-8644 136* 41 *G831
Email: chris.patterson@installed.net
r.%
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Fc?undations4Energy ,
??- ??::? ???>r+ ?.t.e ., a:i??•. :.,W
ENERGY CODE INSPECTtON CHECKLIST
Date: February 09, 2005 Rating No.: """ Worse Case Senario *"*
Building Name: Carmel Rating Org.: Foundations 4 Energy
Owners Name: Carmel Phone No.: 614-891-4900
Property Various Rater's Name: Chris Patterson
Address: Various, OH Raters No.: 06-02
Builders Name: Showcase
Weather Site: Delaware, OH Rating Type: Based On Plans
File Name: Carmel.blg Rating Date:
Building Information:
Conditioned Area (sq ft): 7778
Conditioned Volume (cubic ft): 62629
Insulated Shell Area (sq ft): 11894
The items below will be inspected for energy code certification. Any deviation from these specifications should be
brought to the attention of Chris Patterson, as soon as possible to assure that the project will still comply
with energy code requirements.
Ceilings:
[] 1. Attic: R30 Attc (2x4 24oc) (2476 s.f.)
R-19.0 continuous insulation, R-11.0 cavity insulation.
Name: Main Installation Quality: P A G Face / Inset
Comments/Location
[] 2. Vaulted: R30 Vault (2x4 24oc) (313 s.f.)
R-19.0 continuous insulation, R-11.0 cavity insulation.
Name: Vaulted Installation Quality: P A G Face / Inset
Comments/Location
Above-Grade Walls:
[] 1. Wall: R13 (2x4 16oc) (3432 s.f.), Between conditioned space and ambient
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: 1st/2nd Flr Installation Quality: P A G Face / Inset
Comments/Location
REM/Rate - Residential Energy Analysis and Rating Software v11.41
This information does not constitute any warranty of energy cost or savings.
C 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
Carmel Page 2
[] 2. Wall: R13 (2x4 16oc) (355 s.f.), Between conditioned space and garage
R-0.0 continuous insulation, R-13.0 cavity insulation..
Name: Buffered Installation Quality: P A G Face / Inset
Comments/Location
Windows and Skylights:
Window-to-Wall Area Ratio: 0.23
[] 1. Window: U-0.36 SHG-0.43 (311 s.f., East), U-Value: 0.360, SHGC: 0.430
For windows without labeled U-factors, describe features:
Name: Front Orientation: East
Comments/Location
[] 2. Window: U-0.36 SHG-0.43 (105 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 (299 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 (138 s.f., South), U-Value: 0.360, SHGC: 0.430
For windows without labeled U-factors, describe features:
Name: Left Orientation: South
Comments/Location
[] 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500
For windows without labeled U-factors, describe features:
Name: Bsmt Orientation: South
Comments/Location
[] 6. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500
For windows without labeled U-factors, describe features:
REM/Rate - Residential Energy Analysis and Rating Soitware v11.41
This information does not constitute any warranty of energy cost or savings.
O 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
Carmel
Page 3
Name: Bsmt Orientation: North
Comments/Location
Doors:
[ J 1. Door: Steel-urth w/brk (22 s.f.), R-Value 4.4
Comments/Location
[] 2. Door: Steel-urth w/brk (19 s.f.), R-Value 4.4
Comments/Location
Frame Floors:
[] 1. Floor: R19 (2x10 16oc) (225 s.f.), Befinreen condifioned space and garage
R-0.0 continuous insulation, R-19.0 caviry insulation.
Name: Buffered Installation Quality: P A G Face / Inset
Comments/LocaUon
Foundation Walls:.
[] 1. Wall: R5 8B GrdeDown (1775 s.f.), Beiween conditioned space and ambient/ground
R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation.
Name: Basement Installation Qualiry: P A G Face / Inset
Comments/Location
[] 2. Wall: R5 86 GrdeDown (365 s.f.), Between conditioned space and garage/ground
R-0.0 interior continuous insulation, 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 (2564 s.f.)
R-0.0 perimeter insulation, R-0.0 under slab insulation.
Name: Basement Installation Quality: P A G Face / Inset
Comments/Location
Rim and Band Joists:
REM/Rate - Residential Energy Analysis and Rating Software v11.41
This information does not constitute any warranty of energy cost or savings.
C 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
Carmel Page 4
[] 1. Joist: 1st/2nd Flr (354 s.f.), Between conditioned space and ambient
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: 1sU2nd Flr Installation Quality: P A G Face / Inset
Comments/Location
[) 2. Joist: 1sU2nd Buff (35 s.f.), Between conditioned space and garage
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: 1st/2nd Buff Installation Qualiry: P A G Face / Inset
Comments/Location
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.
Make and Model Number:
[] 3. Water Heating: Conventional, Natural gas, 0.63 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.
[] Recessed lights must be rype IC rated and installed with no penetrations; or, installed inside an
appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from
insulation.
Vapor Retarder:
[] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
[] Materials and equipment must be identified so that compliance can be determined.
[] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[] Insulation R-values and glazing U-factors must be clearly marked on the building plans or
specifications.
REMIRate - Residential Energy Analysis and Rating Software v11.41
This information does not constitute any warranty of energy cost or savings.
OO 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
Carmel
Page 5
Duct Insulation:
[] Ducts in conditioned basement must be insulated to R-0.0.
[] Ducts in conditioned basement must be insulated to R-0.0.
[] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil
facing installed between sheathing and ducts.
Duct Construction:
[] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used
for fibrous ducts. Duct tape is not permitted.
[] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[] Thermostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
[ ] Programmable Thermostat
Circulating Hot Water 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 chilled fluids below 55 °F must be insulated to the
levels in Table 2.
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe 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
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2" 2.5" to 4"
Heating Systems
Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 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
REM/Rate - Residential Energy Analysis and Rating Software v11.41
This information does not constitute any warranty of energy cost or savings.
C 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
Carmel Page 6
NOTES
REM/Rate - Residential Energy Analysis and Rating Software v11.41
This information does not constitute any warranty of energy cost or savings.
OO 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
2004 IECC ANNUAL ENERGY COST COMPLIANCE
Date: February 09, 2005 Rating No.: *"" Worse Case Senario ***
Building Name: Carmel Rating Org.: Foundations 4 Energy
Owner's Name: Carmel Phone No.: 614-891 -4900
Property Various Rater's Name: Chris Patterson
Address: Various, OH Rater's No.: 06-02
Builder's Name: Showcase
Weather Site: Delaware, OH Rating Type: Based On Plans
File Name: Carmel.blg Rating Date:
Annual Energy Cost
2004 IECC As Designed
Heating: 2071 1418
Cooling: 283 196
Water Heating: 296 252
Lights & Appliances: 510 525
Photovoltaics: 0 0
Service Charge: 102 102
Total: 3262 2493 "
This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2004
Intemational Energy Conservation Code based on a climate zone of 5A. In fact, this home surpasses
the requirements by 26.8%.
* Design energy cost is based on the following systems:
Heating: Fuel-fired air distribution, 50.0 kBtuh, 94.1 AFUE.
Cooling: Air conditioner, 36.0 kBtuh, 10.0 SEER.
Water Heating: Conventional, Gas, 0.63 EF.
Window-to-Wall Area Ratio: 0.23
Blower door test: Htg: 0.35 Clg: 0.18 ACHnat
In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been
changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system
efficiencies are set to the "prevailing federal minimum standards" as of November, 2004. These standards are
subject to change, and software updates should be obtained periodically to ensure the compliance calculations
reflect current federal minimum standards.
REM/Rate - Residential Energy Analysis and Rating Software 01.41
This information does not constitute any warranty of energy cost or savings.
O 1985-2004 Architectural Energy Corporation, Boulder, Colorado.
D7•.2 o1a,2 y
. -RESPONSE ELECTRIC 2999 SWITZER AVE
PHONE/FAX 276-8228 COLUMBUS, OHIO 43219
PANEL SCHEDULE
BRKR POS DESCRIPTION DESCRIPTION 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
3803 SQUARE FOOT @ 3 VA PER FOOT 11409
2 GARAGE DOOR OPENERS-1500VA 3000
4 SMALL APPLIANCE CIRCUITS -1500 VA 6000
2 LAUNDRY CIRCUITS-1500 VA 3000
SUMP PUMP 1500VA 1500
110V FLJRNACE -1500 VA 1500
REFRIGERATOR-1500 VA 1500
WHIRLPOOL-1500 VA 1500
DISPOSAL-1500 VA 1500
DISHWASHER -1500 VA 1500
GENERAL LIGHTING LOAD 32409
1ST 10 KVA @ 100 % OF LOAD VALUE 10000 VA
REMAINING LOAD @ 40% 22409 8963.6 VA
220V COOKTOP 8000 VA
220V WALL OVEN 8000 VA
HEAT PUMP/AIR CONDITIONING 8800 VA
TOTAL LOAD 43763.6 VA
43763.6 VA / 240 VOLTS 182.3483333 AMPS
200 AMP SERVICE
Rnderson Wikoff 1 614 834 12yy p.e
, . , C?`7 •?d ?a ? `?
.. ?
Anderson/Wikoff .
360 W. Waterloo
Canal winchester Ohio, Oh 43110
Phone 614-834-1099
S/N# QL-080896-15326
Proposa3. To: Showcase homes
ROOM S[JNlMARY
SUMMER
Winter Square Latent + Sensible = Total Cool
Space Name BTUH Feet BTUf3 HTUH BTUIi Tons C. F. M.
Family 18,176.88 480 1,198.41 17,120.52 18,318.93 1.53 607
Hearth 6,338.42 154 780.30 2,905.07 3,686.37 0.31 121
KITCHEN 2,244.37 160 746.40 2,965.18 3,711.58 0.31 122
dINING 3,535.83 154 344.80 1,555.83 1,900.63 0.16 62
fOYER 5,571.88 56 764.82 2,327.52 3,092.35 0.26 102
dEN 3,316.45 151 343.87 1,480.11 1,823.98 0.15 60
hALL 434.42 63 318.33 707.69 1,026.02 0.09 34
mASTER bED 3,607.78 232 367.49 2,477.27 1,844.76 0.15 60
mASTER bATH 3,301.23 160 337.24 1,878.41 2,215.65 0.18 73
lAiJNURY & C1 1,738.02 156 336.31 1,552.21 1,898.51 0.16 63
Bonus Room 6,966.58 504 717.30 3,400.59 4,117.89 0.34 135
Bedroom #2 3,057.66 186 343.19 1,475.79 1,818.99 0.15 59
Bedroom #3 2,528.60 151 335.10 1,341.49 1,576.58 0.14 54
Bedroom #4 2,630.53 165 338.45 1,336.87 1,675.32 0.14 54
Loft 485.35 84 319.55 866.94 1,186.49 0.10 40
Hall Hath 487.14 58 163.50 666.94 830.44 0.07 27
Bedroom#4Bat 332.70 40 159.31 630.53 789.84 0.07 25
Sun Room 12,549.97 180 1,077.39 3,991.37 5,068.76 0.42 164
Totals . 76,304.93 3,453 8,991.75 47,691.33 56,683.09 4.72 1,863
Computed resul.ts should be treated as estimates only as the weather,
duct & structure design may vary. Be sure and size systems based on Chere
ability to meet both the sensible and latent heat requirements, not just
the total btuh.
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06/14/2007 11:07 FA% 614 228 2454 VIRGINIA HOME5
RIVERSIDE WOODS PLAN APPROVAL
209 E. State Street
Columbus, OH 43215
(614) 228-0404
Date: June 14, 2007
To: Showcase Homes
Attn: John Blazer
RE: Lot 21 Riverside Woods
Your plan to build a New Carmel w/standing seam metal porch roof on the
above referenced Ivt has been approved.
The exterior colors have been appmved:
g{Qne: Bucktowne Heritage
Trim: Indian White
Front Door: AR-30 6-Panel smooth fiberglass "Black"
Gu{ters: Pearl
Roof: Dimensional Weathered Wood
[a ooa
Note: A landscape plan submission (two copies) is also required to be submitted
for approval.
Special Note: Lamp post and mailbox must be purchased through Mark
Metz at Northern Lighting.
You may proceed with construction.
Approval Coordinator
Debra e ome
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FINISHE-D BASEMENT WALL SECTION 1/2' _ I'-0'
Ceilitig heights in basements shall not be less tha:i 7 fee C
i,tches (2186 mm) clear, except under beams, girders, ducts o:
other obstnlctions where the clear height shall be 6 feet 8 incc°s
(2032 mm). (a) All buildin; prior to December 19, 1953 is
exempt from this requirement.
(b) All buildings built between December 19,
1933 and June 19, 1995 shall have a ceiling
height in basements of not less than 6 feet S '
inches (2032 mm) clear eXCept under beams,
.. • girders, ducts or otner obstructions where the
clear height shall b-I 6 feet 4 incnes (1930
mm).
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SL~EPlNG ROdMS ~XIT REQUIREI MINIMUM t?NE WlNQOW ~ .T N~~' (IT REQUIREMENTS p, ~ r' D.
6 SQ. ~I: CI,EaR,2a" HIGH a0' WIR~ W~ 6,T N~~' I\ W H aa~ W~D~ 5~~s~o~
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ALL BATHROOM EXHAUST FANS TO VENT TO THE OUTSIDE STRUCTURAL MEMBERS ARE CALCULATED ON THE FOLLOWING DESIGN CRITERIR wn~w ~ wrnnow r~ aRZrr~ rora r~~on £r~ss Er,r~ss ~~n ~r~,~. REVISIONS, LOCRTILW S4 Fr ~ CALL PE~ GL.AZIhG GLRZING WIDT~1 ifIGNT lfGRESS 6 VENT. VENT. ~
ALL CLOTHES DRYER EXHRUSTS TO VENT TO THE OUTSIDE. 1, 40 P.S.F. LIVE LOAD IN ALL LIVING AREAS SIZE WIM~OW Sa fT. Sa FT. VENTILRTIQ~D F
MANUFRCTURER SPECIFICRTIONS RND MODEL TYPE GOVERN 2. 10 P.S.F. DERD LOAD IN RLL LIVING AREAS FIr~ FIN. LOWER LEVE 1 6068 YES 36.42 S0. FT. 34.9375" 80" 20.0 S0. FT. o
THE LENGTH OF DRYER EXHRUST RUNS. SPECIFICRTIONS ` 3, A, RRFTERS~ 25 PSF LIVE LOAD. 15 PSF DEAD LOAD O N
TO BE SUBMITTED WITH PERMIT SET. IF MANUFACTURER IS B. ROOF TRUSSES; 20 PSF TOP CHORD LIVE FIN. NOT KNOWN, 25'-0" MAXIMUM RUN WITH R 5'-0" DEDUCT FOR 10 PSF TOP CHORD DERD LOAD FIN. LOWER LEVE 486,08 S~, FT. 2 4040 NO 11.55 S~. FT. 23.10 S0, FT. 59.52 S~, FT. 20.4000" 43.0000" 5.75 S~. FT. 19.44 S~. FT, 31,50 S~. FT, Q
ERCH 90 DEGREE ELBOW. CONTRACTOR TO VERIFY INSTRLLRTION 10 PSF BOTTOM CHORD LIVE LOAD o~ DINING ROOM 3 2826 NO 5.05 S~, FT. N/R N/A N/A 21
LOCATION PRIOR TO INSTRLL. 5 PSF BOTTOM CHORD DEAD LORD o~ DINING ROOM 176,55 S~. FT. 2 3060 NO 13.56 S0, F~T. 4227 S~. FT. 14.12 S0. FT, 30.9375" 32" 6.87 S~. FT. 7.06 S~. FT. 1374 S0. FT. ~.I I'D.
THE PROVISIONS OF THE NATIONRL ELECTRIC CODE ~ DIMENSIONRL LUMBER JOISTS WITH A DEPTH TO WIDTH
NFPA 70, SHALL GOVERN THE INSTALLATION, TESTING, RATIO EQUAL TO OR GREATER THRN 6 TO 1(NOMINALLYI KIT( KITCHEWBRKFST. 1 068 DR. 1'ES 59.94 S0. FT. 30.9375" 26,5625" 20.0 S0. FT. W rJ/~/~
AND OPERATION OF THE ELECTRICAL SYSTEMS. SHALL HAVE BRIDGING INSTRLLED BETWEEN JOISTS, KIT( KITCHEN/BRKFST. 1 3N42 NO 8,47 S0, fT. 30.9375" 20" 43 SQ. FT.
(i.e. 2X12 JOISTS OR TALLER).
PROVIDE SMOKE 6 CRR80N MONOXIDE DETECTORS INTERCONNECTED WITH 110V. AC. RND BRTTERY BACKUP , ALL FOOTINGS TO EXTEND BELOW FROST LINE, KITf KITCNEN/BRKFST. 361.11 S0. FT, 3 2626 NO 5.05 S~. FT, 83.56 S0, FT, 28.89 S~. FT. N/A N/A WA 14.44 S0, FT. 243 S0. FT.
32" MINIMUM FROM GRADE TYPICRL U.N.O. F FRMILY RM. 1 5060 NO 26.44 SQ, FT,
INSULRTION EXPOSED TO RTTIC, CRRWL SPRCE OF DWELLING UNIT SHALL HRVE MAX 34" MINIMUM FROM GRRDE RT UNION COUNTY. FLAME SPRERD RATING OF 25 RND MRX. SMOKE DEVELOPMENT FRCTOR OF 450, PER 36" MINIMUM FROM GRRDE AT DUBLIN AND DELRWARE JURISDICTIONS, F
CODE SECTION 316 FAMILY RM. 1 5040 NO 17.11 S~. FT. ~
WIND SPEED DESIGN LORDS BASED ON 90 MPH (3 SECOND GUSTI F FRMILIf RM. 1 5' ELIP. NO 7.58 S~, FT. ~ J/~ J
ENCLOSED, INSULRTED RRFTER SPACES SHALL BE PROVIDED WITH CROSS VENTILRTION EXPOSURE C. t! FRMILY R11. 2 3040 tJ0 8.47 S0. FT,
OR VRPOR BRRRIER. ~ F GROUND SNOW LOAD 20 PSF,
RRC-FAULT CIRCUIT INTERRUPTER SHALL PROTECT ALL BRRNCH ~ F ~ FAMIL 370.57 Sa. FT. 3060 NO 13.56 SQ, FT. 95.19 S0. fT. 29.65 S0. FT, 30.9375" 26.5625" 6,87 S~. FT. 14.82 S0, FT. 13.74 S0. FT. w
CIRCUITS SUPPLYING BEDROOM OUTLETS PER NEC 210,12 (Bl SEE FOUNDATION PLAN FOR DESIGN ALLOWABLE SOIL PRESSURE.
~ 135,44 S0. FT. z 3060 NO 13.56 S0. FT. 27.12 S~, FT. 10.83 S~FT. 30.9375" 32" 6.87 S~. FT. 5,42 SQ. FT. 13.74 SQ. FT.
ALL ELECTRICAL OUTLETS, WITHIN 6'-0" OF SINKS, IN GARAGE OR ~ CONCRETE DRIVEWRYS, CURBS, WALKS, PRTIOS, RND ANY M BASEMENT & ON THE EXTERIOR SHRLL BE GFCI PROTECTED PER OTHER EXTERIOR FLRT WORK, INCLUDING THE GRRAGE SLRB MSTR. BDRM. 1 S' ELIP, NO 7.58 S~. FT.
NEC SECTION 210.8 SHALL BE 3500 PSI RIR ENTRRINED. M ~ MSTR. BDRM. 2 3020 NO 5.32 S~, FT. a ~
M 20 RMP BRANCH CIRCUIT SHALL BE PROVIDED, SOLELY BASEMENT AND ALL INTERIOR CONCRETE SLABS SHALL BE MINIMU n TO SUPPLY LAUNDRY RECEPTACLES, PER NEC 210,11(cl(2l 2500 PSI AIR ENTRRINED WITH A VAPOR BARRIER LAPPED 1 MSTR, 8DR 58.80 Sa. FT. z 3050 NO 11,01 S~, FT. 4024 S~, FT. 20.70 S~, FT. 30.9375" 26.5625" 5,71 S0. FT. 1035 Sa. FT. 1L42 S0, FT.
A MINIMUM OF 6 AT ALL EDGES. ~ r MSTR. BRTH 128.07 SOFT, z 2840 YES 625 SQ, FT. 12.50 S0. FT. 1D25 S0. FT. 26.9375" 20" 3,14 S~. FT. 5.12 S0. FT. 7,48 S0. FT.
RLL PLUMBING TO COMPLY W/ THE OHIO PLUMBING CODE
STEEL BERMS RRE DESIGNED BASED ON ASTM-R992 (SO KSI) BDRM. kl 2 2060 NO 822 SQ, FT, 20.9275" 32" 5.71 S0. FT. v
' RNY WINDOW WITHIN 2'-0" OF A DOOR . ALL SIDELITES & SHOWER DOORS TO BE TEMPERED PER CODE SECTION 308.0 ~ MASONRY & CONCRETE FOUNDRTION WRLLS SHALL BE WRTERPROOFED BDRM, #1 163.62 S0, FT, 1 3060 NO 13.56 S~. fT. 30.00 S~. FT. 13.09 S0, FT, 30.9375" 32" 6.87 S0. FT. 6.54 S~. FT. 17.13 S0. FT.
BY APPLYING AN ABOVE GRADE DAMP PROOFING PRODUCT BDRM. k2 2 2050 NO 6.68 SQ, FT. 20.9275" 26.5625" 5.71 S0. FT.
' AND BY APPLYING A BITUMINUOUS WRTER PROOFING PRODUCT RTTIC RCCESS SHRLL BE FRRMED NO LESS THRN 22 INCHES BY 30 INCHES
HRVING R CLERR HEIGHT OF OVER 30 INCHES. WITH R PROTECTIVE INSULATION BOARD BE~OW GRADE, R PROPER DRAINRGE SYSTEM SHRLL RLSO BE INSTRLLED. BDRM. «2 1 1 3050 NO 11.01 S~, FT. 22.02 S0. FT. 15.18 S0. FT. 30.9375" 26.5625" 5.71 S0. FT, 7.59 S0. FT, 1L42 S0. FT. ~
RTTIC ILLUMINATION SHRLL BE PROVIDED AND SWITCHED RT THE POINT BDRM. ~3 20835 S 2 3050 NO 11.01 S0, FT. 29.42 S~. FT. 16.67 S0. FT, 30.9375" 26,5625" 5.71 S~. FT. 8,33 S~. FT, iL42 S0. FT.
OF RTTIC ENTRANCE THE GRADE AWRY FROM FOUNDRTION WALLS SHRLL FALL R MINIMUM OF 6 INCHES WITHIN 10 FEET, Ac
GURRDRRILS SHRLL HRVE A HEIGHT OF 36 INCHES AT ALL STAIRS AT RLL ACTIVITY CTR 230,00 S0. FT 2 3050 NO 11.01 S0, F7, 39,81 S0, FT, 18,40 S0. FT. 31.0625" 26,5625" 5.71 S~. FT. 920 S0. FT. 11.42 S0. FT,
RRISEO SURFACES LOCATED MORE THRN 30 INCHES RBOVE THE FLOOR AND ROOF TRUSS AND RAFTER ANCHORRGE SHALL BE PROVIDED RT
SPINDLES SHALL BE POSITIONED RS TO NOT ALLOW PASSRGE OF A 4" SPHERE ALL ROOF MEMBERS. MINIMUM H2.5A BY SIMPSON STRONG-TIE. ~C FOR ~C FOR CODE COMPLIRNCE PROVIDE FRMILY ROOM
. SEE ROOF FRRMING FOR ADDITIONAL INFORMRTION WITF HANDRAILS HAVE MINIMUM AND MAXIMUM HEIGHTS OF 34 AND 38 AIR WITH 6" UENT TO FURNRCE THRT PROVIDES AIR CHRNGE EVERY 30 MIN.
_ INCHES MEASURED VERTICALLY FROM THE NOSING OF THE TREAD, . RN ICE BARRIER SHALL BE PLACED FROM THE ERVE EDGE TO
HRNDRRILS SHALL HAVE A SPRCE NOT LESS THEN 1 1/2 INCHES R MINIMUM OF 24" FROM INSIDE FRGE OF THE EXTERIOR WRLL,
BETWEEN THE WRLL AND THE HRNDRRIL. THE HANDGRIP PORTION (ICE BRRRIER SHALL BE TWO LRYERS OF UNDERLRYMENT CEMENTED SHALL NOT BE MORE THAN 2 1/4 INCH IN CROSS SECTION DIMENSION ~ TOGETHER OR SELF-ADHERING POLYMER MODIFIED BITUMIN SHEETI.
OR AN RPPROPRIATE SHRPE WHICH SHALL PROVIDE AN E~UIVRLENT
~ ROOF SLOPES FROM 2 UNIT V R GRIPPING SURFACE. S E TICRL IN 12 UNITS HORIZONTAL UP TO
FOUR UNITS VERTICAL IN 12 UNITS HORIZONTAL TWO LAYERS OF T N SYSTEM (DUBLIN AND CRNAL WINCHESTER ~ UNDERLAYMENT SHALL BE INSTALLED PER SECTION R905.2.7 OF THE
PROVIDE PASSIVE RADON MITIGA IO JURISDICTIONS ONLYI 6 2006 RCO.(USE OF SINGLE LAYER OF 30 LB FELT UNDERLRYMENT IS
Q EQUIVALENT TO DOUBLE AYER F L 0 15 LB FELL DIRECT SUBSTITUTION
THE ARAGE AND RESIDENCE SHALL BE SEPARAT BY A MINIMUM IS ALLOWEDJ
1/2" GYPSUM BOARD STRNDRRD. ALL CEILINGS TO RECEIVE A WATER BASED TEXTURE MATERIRL SHALL HAVE 5/8" GYPSUM BOARD APPLIED. ~ ALL CONNECTIONS TO BE PER THE 2006 RESIDENTIRL CODE OF OHIO,
IF HRBITRBLE SPRCE IS LOCATED ABOVE GARAGE. 5/8" TYPE X GYPSUM UNLESS NOTED OTHERWISE,
BOARD I REQ IBE~ RRRG CEIL .
CL SED RCCESSIBLE SPACE UNDER STAIRS SHALL BE PROTECTED ~
WITH 1/2" FIRE-X DRYWALL ~
OPENINGS SEPRRRTING GARAGE AND RESIDENCE SHRLL BE SEPARATED
WITH 20 MIN. RRTED FIRE DOORS,
FIRESTOPPING SHALL BE PROVIDED TO CUT OFF RLL CONCERLED
, , DRRFT OPENINGS (BOTH VERTICRL AND HORIZONTRL) AND ~
TO FORM RN EFFECTIVE BARRIER BETWEEN STORIES. AND ' N RA
BETWEEN A TOP STORY RND THE ROOF SPACE 1. GE E L STRUCTURRL RND ARCHITECTURRL NOTES RRE INTENDEO TO RUGMENT THE
THE PORTION OF R MRSONRY CHIMNEY LOCRTED DRAWINGS AND SPECIFICRTIONS. SHOULD 0
IN THE INTERIOR OF THE BUILDING OR WITHIN THE CONFLICTS EXIST BETWEEN THE GENERRL 1/EI~TILATI~~ ~
EXTERIOR WALL OF THE BUILDING SHRLL HRVE . STRUCTURRL OR RRCHITECTURRL NOTES RND _ A MINIMUM AIR SPACE CLERRRNCE TO COMBUSTIBLES THE DRRWINGS, THE STRICTEST PROVISION
SHRLL GOVERN. OF 2 INCHES, CHIMNEYS LOCATED ENTIRELY OUTSIDE ALL HABITRBLE ROOMS SHRLL BE PROVIDED
THE EXTERIOR WALLS OF THE BUILDING, INCLUDING 2. GOVERNING CODE; WITH AGGREGATE GLRZING RRER OF NOT LESS THRN 8 PERCENT OF THE FLOOR AREA OF
. CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE . STRICTEST PROVISIONS AS SET FORTH BY; SUCH ROOMS, ONE HRLF OF THE REOUIRED ,
. SHRLL HRVE R MINIMUM AIR SPRCE OF 1 INCH. 2006 RESIDENTIRL CODE OF OHIO ARER OF GLAZING SHRLL BE OPENRBLE.
CHIMNEYS SHALL EXTEND AT LEAST 2 FEET HIGHER CRAWL SPACE VENTILATION SHALL BE POVIDED
THRN ANY PORTION OF THE BUILDING WITHIN 10 FEET, , BY MECHRNICAL VENTILATION RT A RATE OF ~
~ BUT SHALL NOT BE LESS THAN 3 FEET ABOVE THE POINT . WHERE THE CHIMNEY PASSES THROUGH THE ROOF. . 1,0 CFM. FOR EACH 50 SQURRE FEET.
ATTIC VENTILRTION SHRLL BE 1 TO 300 THE
CHIMNEY TO TERMINRTE WITH SPRRK ARRESTOR/CHIMNEY CRP. ' SQUARE RREA OF THE ATTIC SPACE, PROVIDING THRT VENTILATORS RRE ENSTALLED IN THE UPPER
PORTION OF THE SPRCE,
~ . ATTIC VENT, CALCULATION
HOUSE ATTIC SQ. FT. 2584.44
RVERAGE SQ. FT. SOFFIT : VENT PER LINEAR FOOT .067 SQ. FT.
MRSONRY VENEER SHRLL BE RTTRCHED TO THE SUPPORTING APpRQ APPRQV~U NU;tr~ fvill5 i~3~ L•~t~ ~Ifi~ ~ OF SOFFIT ~
WALL WITH CORROSION-RESISTANT METAL TIES FOR Al FORAI.L INSPECYION~~ ` SQ. FT, OF ATTIC SPACE x.0034(1/300) = RE~UIRED RTTIC VENT. ~ ~
VENEER TIES SHRLL BE SHEET METAL TIES NOT LESS 2584.44 .0034 8,79
THAN N0. 22 U.S. GAUGE BY 7/8", CORRUGATED.
EACH TIE SHRLL BE SPRCED NOT MORE THRN 24 INCHES TH ES~ THES~ DRAIglItVGS NAV~ LINEAR FT. OF SOFFIT x.067(SOFFIT/FT.I = TOTRL VENT. SQ. FT,
ON CENTER HORIZONTALLY AND VERTICALLY RND SHALL BEEP~ A BEEPJ R~V~'~t~~'~~ ~UR ANO 199.3 x .067 - 13.35
SUPPORT NOT MORE THAN 2 2/3 SQUARE FEET OF WALL AREA. ~~;~~~i THERE SHALL BE A MINIMUM OF 1 CLERR SPACE BEHIND VENEER, ~~~'~~4~~f 1'~~~~~ LINERR FT. OF RIDGE VENT x.125(RIDGE VENT/FTJ = TOTAL VENT. S~. FT.
R?+61~1 ~l~i~"ft)~i ~i Tfi'~ 105 X .125 - 13.125 ~R~~ENTItiI, CODE OF ONIO n~
MASONRY VENEER SHALL NOT SUPPORT ANY VERTICAL LOAD OTHER RE~IDE
THRN THE DEAD LOAD OF THE VENEER ABOVE, ~ v
VENEER RBOVE OPENINGS SHRLL BE SUPPORTED ON LINTELS RS
SPECIFIED ON PLANS. ~ ~
LENGTH OF BEARING SHALL BE NOT LESS THAN 4 INCHES. ~
MRSONRY VENEER SUPPORTED BY WOOD OR COLD FORMED STEEL SHALL
HAVE R MOVEMENT JOINT SEPRRRTING THE VENEER SUPPORTED ON THE
WOOD OR COLD FORMED STEEL AND VENEER SUPPORTED BY HOT ROLLED ~
STEEL OR THE FOUNDATION. W O
TYVEK HOUSE WRAP SHALL BE INSTALLED OVER EXTERIOR SHERTHING IN
ACCORDRNCE WITH MRNUFRCTURER'S SPECIFICRTIONS.
~ ~.I ~ LOT
FLASHING SHALL BE INSTALLED PER SECTION 703,7.5 AND 703.8 OF THE 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNRTIONAL RESIDENTIAL
CODE.
SUBDIVISION ~-I ~~251~~ W~
WEEP HOLES WITH BRICK VENEER SHALL BE INSTALLED PER SECTION 703.7.6 OF THE 2006 RESIDENTIAL CODE OF OHIO AND THE 2003 INTERNATIONAL
RESIDENTIAL CODE, (IF STUCCO VENEER, SECTION 703.62.1 GOVERNSJ,
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COLOR OF DOORS 6 TRIM 18" PLINTH ~
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HOUSE GARAGE DOORS ARE 18" PLIN H SCALE; 1/$~~=1~-O~~
TO BE STEEL RRISED PANEL SCALE~ 1/8~~=1~-O~~ 18" PLIN H
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~ CERTRIN TEED LRNDMARK 30 YERR
DIMENSIONRL ASPHALT SHINGLE 245 LBS, PER S~UARE MAX. 14" GEORGETOWN
EXPOSURE NOT TO EXCEED 5 5/8" CROSSHEAD w/ 7" CROSSHERD o
~ COLOR = WEATHERWOOD , ~ EpCH SIDE n~
BUILT-UP TRIM v
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METAL STANDING lx FILL SEAM ROOF 12 ~ "HARDIPLRNK"
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12" - STD. ALL EAVES (TYP.I BLOCK BIRD BOX
16" - BRICK 4 1/2" FROM FACE
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~ ~0 _ 6 1/2 _ _ , 8" BLOCK - TO CRS. 13
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. 4" GRAVEL BRSE TOP OF CRS. 2 2 I I ' ~ TO CRS. 6 1/2
~ : ~ ~r I ~ _ _ ~ i cv ~ - ~ ~
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I i ::::::::::::::::::::::::i ~ FOOTING I -
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~ N 1 3/4"x9 1/4" ~ ~ I I ~ . , , ~ I I l,_$ BULKHEAD ~ ; , , I I 1, JOISTS 1000 145 1,600,000
in N LVL (DROPPEDI DWN. 16" ; ' i~ o I I ~ _ ~ I i ~ ' ~ o~ 2. BEAMS 1000 145 1,600,000 i~
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~ ~ ~ ~ II II ~ ~ - ~ - RLL POINT LORDS TO BE BLOCKED SOLID
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DBL STUDS , , ~ in I I ~ ~ , . 0; 0 ; ' ~ I ~ II I N ~ ALL OPENINGS UP TO 3'-4" WIDE TO HRVE ~
~ , ~ , ~ ~ , ~ \ ~1 I ~ A MINIMUM 1-2x6, STUD GRRDE SPF, JACK
~ ~ I I ~ ~ ~ ~ I I ~ ~ I I I ~ II /~!ry~ v STUOS UNLESS NOTED OTHERWISE.
I ~ ~ ~ I ~ ~ I I I I ~ 7l'`~~~~/~ t ~ 2x4 FURRED , RLL OPENINGS GRERTER THRN 3'-4" WIDE TO
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~ lx6 TRIM WRLL BEYOND I - - - ~~n~~~,rnn~~~ ~r~~nn~~nnn~ BEDRM b LOFT ~ (V `
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m ~ ~ II II II il II I II 11 II I II ~ II 11 II II II II II II 11 II 11 II II II 11 II11 j O ~ II II 11 II 11 II ~I 11 11 II II II 11 II II II II 1 o TRIM _ PER PLA ~2~ 2X6 PER PLA
~ ~ RNNHNwNNNNNHNNHNR' iiuuuunuiiuniiunuiinni o ~ o TYP,
11" GROSSHERD = _ _ _ ' , ~ 12
6 RISERS 8 RISERS 5~ ` a73i4° ' e~u2' m 5'-0" 5 1/2" LVL ~ 2x6 \ TYP. STUD WALL o O
io° ~ ~ o0 , m ~ ~ PER DETAIL i~ + ~
i ~ n ~0 r i - i I~ . ~ ~ ~
8 FURR- N ~ m o DOWN FOR ACTIVITY CTR & ~ ~ ' ' fV ~ ~ - i
H CEILING DOME BEDRM #1 LEVEL ° ~ ' ° ~ O fD ~
O ~ I`_DC ~ ~ . ~ ~ ~ ~ ~ ~ ~ R=23'-2" oo ~ ~2~ ZX6
ii ~ ~ i i i~ ~ HEADER OFF TYP. U.N.O. WALL FOR
ii ~ u N \ F=====____=a ii 1~2 N - ~ - - - - - BUILT-INS o
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~ ~ - ~ ~ ao 0o JSTS @ MAS R LEVEL ~ ii ~ ~ J pp ' ~ ° ~ I I
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~ ~ ~ ~ ~t. ~
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2x6 CEILING 12
SCALE; 1/4"=1'-0" ~o JOISTS ~ 24" O.C. ~
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, ~ m ~
, F ~ , ~ ~ ~ ~ , , ~ ~ HALF-WRLL u/WOOD
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~ ~ ~ ~ ~ ~ ; WOOD RAILING '
~ ~ ~ . . ~ ~ ~ ~ , ; OPT./EXTRA
~ , ~ ' MASTER RETREAT - ~
~ ~ ~ ;a , ~ ~
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SCALE; 1/4' CALE; 1/4~~=1~-O~~ ' PONY WRLL BEYOND ~ ~
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P R CODE MITER HRNDRAIL
2ND FL. DECK ~ FL. DECK DOWN TO lx4
_ ;
„ RCTIVITY DECK ~ IVITY DECK ~ ~ ~ lx8 RIPPED, W/ - ~ ~ ROUTED EDGES ~
, 7/16 O.S.B. W/ CLIPS ~ 24" O.C. ` ~ 0' ~ ~
7/16" O.S.B. W/ ~ V
CLIPS ~ 24" O.C. ~ 7 3/4" ° N 3/4"x3/4~~ g,',~RISERS m COVE MOULO
lx8 FASCIR OVER pi c ~
lx6 SUB-FASCIR lx8 FASCIA OVER ~ _ ix6 SUB-FASCIA - _ _ ~ _ _ _;4;.~ RSTER LEVEL FRAME AND DRY- w
~ 7 3/4" ~'~-°°i'~ WRLL HALF WRLL.
RLUM ° N R ~ " N, RISERS t,==~°~, HRLF-WRLL w/RRILING CAP ~ m ' ~
GUTTER ~ m ~ i c., : s:::_> ~ ,
ALUM--? 2X2 rn ~ GUTTER ' ;v Q1 ~ oo SCRLE~ 3~~-1~_~~~ , a ~
2x2 N ~ BLOCK OUT 4 1/2" ; ~ N -._r" ~ : n ~
3/8" PLYW'D 3/8 PLYW D ~ u, ` c-"'i'
SOFFIT _ ; 4~~-, FFIT DIMENSION VRRIES 00 SO ~ SEE TRUSS LRYOUT 1ST FL, DECK REFER TO 2ND PLRN FOR LIMITS ~
lx FRIEZE lx FRIEZE ~ f FL, DECK ~ OF HRLF WRLL WITH WOOD CAP _ \ _ ~ O
. SOLDIER COURSE ~
~7 FAV FRUE DETAI~ , „ - ~ Rr ~73/4" m m 7 RISERS
„ BRICK VENEER SCALE: 3/4 -1-0 SCRLE; 3/4 -1 0 ~ ~
i~ m
~ ~ I-JOIST PER PLAN
, R-13 BRTT INSUL. HOLD RING R-19 BATT INSUL 00 ~ ~
WOOD BRSE JOIST BACK ~ ~ ~ ~~77/16" ~ . ~ ~ RISERS
/4" FROM ~ ~ RI 3 ~ ~ SHEATHING ~ ~ Q ~ i• ~ m , ~
JOIST ~
. iX1D BRSEMENT SLRB ~ 7'-6" MINIMUM CLEAR CEILIf~G HEIGNT ~M1ENT SLRB REQUIRED, WI7H 6'-8" UNd~I~ C~EAMS,
BELT TRIM DUCTS, GIRDERS, SOFFI7S, E7C., PEq
I DUBLIN ORDINANCL.
INSULRTION ~ 3/8" SOFFIT
RING JOISTS (TYPJ ~ , lx6 FRIEZE ~
BLOCK OUT ~ ~ STRI~ SECTION ~
4 1/2" ~ SCRLE; 3/8"~ SCRLE; 3/8"=1'-0" BTAIRWAYS SHALL COA~I'I.Y " ' ~ WITH SECTION 314 ORC ~ ~ B ~ ~ ia~ o~a o
2x4-16" O.C. ~ STUD WALL SOLDIER CRS. CITY OF DUBLIN ORDIN~JVCE , ~
SEE ELEVRTIONS ~ 1~14' MAX, RISER HEIOHT & o~ ca.urw
FOR SIDING INSULRTION ~ ~ BRICK VENEER 10't~IN. TREAD DEPTN
TYPE PER SPECS IF BRICK r-s° RT .2" TNIqC
VAPOR BRRRIER CANTILEVER DETAIL m PLYWOOD
FIBERGLRS DRRINRGE ~ DRRINRGE ~{~j~~~ ~p Q~~
„ SCALE: 3/4"=1'-0" & INSUL, BOARD 3/4 T&G PLYWOOD IARD ro ME~r s~c~oHS ~
THIN (GLUE & NAIL) ~ EXT. FI 7/16" SHEA ~ ~ EXT. FNO. R311 ANU Ft3~.2 ~~WU~`FR~s
~ ~ WATERf WATERPROOFING ~44 RESIDENtl A~. p~ p W ~ ~ w~ sTn so ° ~
~ MEMBRI ~ O MEMBRANE co~R e~ao
nn ~ O 'r' BRICK BRCKFILL O 0 ' io~
iii JOIST VENEER ~
~ , HANDRAIL WITH CIRCULAR DINING RQOM
ANCHOR STRAPS ~ 1/2" BRICK PER MRNF. SOLID BLO KING •I i 1~4" MIN,12 5/8N MAx, GOLUMN PEDESTRL
CORBEL 2x6 MUD SILL g~ . SPECS. ~24 O,C. JOISTS ~ 8" CONC. BLOCK EQ~ VAIENT GRASPABf~ITY WRLL QETRIL
' ~GRRV~L' • PARALLEL TO WALL „ .;1 W , 4 CONC. TI W/1 1/2 DRAINS
2x8 MUD SILL BLOCK ;;.I 6' THRU WEEP HOLES 6'-0" O.C, MIN. sca~E, ii2°=r-o° o
REINFORCEMENT ~'.l: ; W/ 1/2 FIBERGLASS PER DETAIL '
SILL SEALER ' ~ ~ ~ ~ . ~
ANCHOR STRAPS ~
PER MRNF. SPECS. ~ POURED ~
CONC. FTG,
FND, INSUL. & FND. INSUL. &
~ . WATERPROOFING WRTERPROOFING - - DRI EXT. ~ ~ ~
SEE DETAIL REINFORCEM NT SEE DETAIL
' ' THIS SHEET THIS SHEET w FND. PER DETAIL ~TERPROOFING ~O ~
~ SCALE; 3/8"=1'-0" ISO 0" ISO 2x10 MUD SILL .
, ~ W/1/2" FIBERGL. ~ R-13 BRTT, INSUL,
~ ~ R-13 SILL SEALER VAROR BARRIER o H
~ INSU NSULATION R- 1 3 B A T T. \ o w INSUL, m
4" CONC. o ¢ o
SLAB OVER 4"
. . JOI; JOIST GRAVEL BRSE JOIST ~ ¢ ~
~ ~ 6 MIL V.B, c~ ~ TOP OF COURSE 12
2x10 MUD SILL 8" CONC. bo WEATHER LIP
f-- 8" CONC. BLOCK W/ 1/2" FIBERGLRSS - ° , - ~ BLOCK ~ ~ . , . n~ SILL SERLER ANCHORS PER . ~ ~ ' ~ ~ U
8 CONC. BLOCK „ 8 CONC. 12" BLOCK I''=~` ~ ANCHORS PER LUGGED OUT MRNF, SPECS.
BLOCK MRNF, SPECS. TO SUPPORT ~ R-11 BATT 4" GARRGE
R-11 BATT SLAB INSUL. SLRB OVER 4"
~ WEEP HOLES ~ 16" O.C, - INSULRTION GRAVEL BASE
~ F=+4'-g~~ b 6 MIL V.B. F=~4'-g~~
~ _ , „ 3 1/2 CONC.
F-0 -0 ~ 16 x8 ,e , SLAB CONC. , e • , . 16"x8" CONC. . n~ • , • Q 16 x8 ' ° ° ~ FOOTING v
~ . ~ • ~ ~ FOOTING - • ' ° CEM, COVE ' ~ • • 'o ~ 'o ~ 'o ~
, , ~ , ;.o . ° ' ' • . 16 x8 coNC. ~:o • , • , , ~a ' • P o ' VAPOR BRRRIER CONC. VAPOR BARRIER OVER 4" GRAVEL FOOTING OVER 4" ~
o ~ . FOOTING ~ ~ • ; . , „ o BRSE GRRVEL BASE
; • ~ . 4 GRAVEL
BRSE 3" DIA, PERF. ~WL SPRCE CRRWL SPRCE/ FOUNDRTION C ~
PLASTIC DRRIN TILE FELT FLASHING ~NDRTION GARRGE GRRRGE DOOR
~SIDE FRRME WRLL FOUNDRTION SCALE. ~~z~~=~~-o~~ W
SCALE 1/2"=1'-0" , SCALE; 3/4 -1 0 1/2"=1'-0" SCRLE; 1/2"=1'-0" 0 ~
~
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- ~ TYPICRL I-JOIST FRRMING Sl o b~~~~/(~TE'
1. FLOOR FRRMING DESIGN BASED ON •DETRILS RND CONNECTIONS (2) 1 3/4"x9 1/2" LVL ~ = REVISIONS; H ~ Q
LPI 20PLUS (1.5E1 I-JOISTS BY LOUISIRNR PRCIFIC. UNLESS NOTED. RIM BORRD ~ 1
` 2. ALL HRNGERS BY SIMPSON STRONG-TIE _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - u~ 0
~ UNLESS NOTED (ATTRCHMENTS TO BE PER . - ~ IUT9 , „ 3 7 ~ 19 1/2 0 N
MANUFRCTURER'S SPECIFICRTIONSI „ RLL BRSEMENT WINDOWS RE~UIRE q, 3. I-JOIST ENDS TO HRVE 1 1/8 OSB ~ LEG DOWN TO 1 THEN if THEN 16" O.C, 1'-7 1/4" ~
RIM BOARD. (1l l~ 3/4 x JOIST DEPTH LVL HERDER ~ TOP OF WALL Si ~ I W/3 BRG. EA. END ~
4. DESIGN LIVE LOAD; 40 PSF TOILET LOCATION ~ BELOW SEE PLRN RIM ~ ~
' DESIGN DEAD LOAD; 15 PSF u/MBR RETREAT ~ " 5. PARALLEL TO I-JOIST CONDITION TO ~ ~ ~ i BOARD ~ . W . D .
7'-11" • HAVE LADDER PANEL AT SECOND FLOOR i 5/28/07
RND RIM BORRD RT FIRST FLOOR. ' TOILET LOCATION ~ m ~
6. FLOOR FRAMING SHOWN HELD IN 1/2" w/ACTIVITY CENTER N ~ I T31 FROM PERIMETER - SEE START POINT ~ P, ~
i DETAIL THIS SHEET. - - _ _ _ _ _ _ LADDER
-a ~ i _ _ i 7. LRMINRTED VENEER LUMBER (LVLI BASED ~ ; - ~ PRNEL -
ON THE FOLLOWING MINIMUM PROPERTIES; , ~ i i~ ~ l 1 3/4 x 9 1/2" I-JOISTS ° 0
Fb(PSII Fv(PSI) E(PSII ii ii ~ 1/"LL 2650 285 1,900,000 ii ii i r-- - N V~ • -i
8. RLL POINT LORDS FROM ABOVE TO BE RIM i; ii ~ I 14
BOARO i - ' SUPPORTED W/ BLOCKING SRME WIDTH ,ii i ~ S1 ~ ' ~ '
RS CALLED OUT ON FLOOR PLA __~,i ~ i MRJOR POINT LOAOS SHOWN BY ~ . N ;~h i ~ o S ~ ~ w
- J - ~ / ~ - ~ 7'-10" 6'-5 1/2"
/i H I ~ ~ ~ i ~
N ~ ~ H 11 /8' I-J IS r - - - i :-J IS i i~; i i
. ~ i i N I
' N ~i \ I i i IUT310 4 ~
. ~ ~ I i n ~ ~ I ~ ~ ~ ' ~ FOR PLBG i TYP.
32 -7 ~ ~ I I ~ ' ~ -------I J
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~ . - " 9 1/2" LVL -
i ~ ~ ~ (V
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N AD ER - N i, i i,` i ~ ~ o BOARD
~ ~ RN L BEAM BELOW OW d~ i i i i - i m m
` m J IST C TI V ~ i i ~ ~ ~ JU T ST ~
~o _ 4'OVR tF00 WA (V - ~ ~ IS RE F
\ T GH i ~ i
~ ~ - ~ B CK G - - - - - ~ i i
H 1/ SP N ~ i +
~ ' 91/4" , „ 13 H THEN 16 O.C. Sl ~ ~ ~ ~ ~ ~
~ ~
~ ~ ~ 12'-7 1/2" 'ERT/BEDRM, #1 m ~ - - - ~ _ _ ~ LU 410 ~ _ _
~ ~ ~ i B RI G ~ AR
i WR L W i
m ~
~ ~ . 'BED~OOM #1 ~ ~
r ~ ~ (2l 1 3/4" 1/2" L---- fif1Et~ -18" O.C. 6 7/8"
- i J 3 1/2"
SCRLE, 1/4"=1'-0" ~ IV (n
s ~ ~ ~ 6'-1" 8'-21/2" i ~ ~
s1 ~ rn o ~ ~ x ?
I T31 , P. i m H J
i - ~ - ~ ~ \ J \
I ~ ~ I N ~ (V N I
I " ~ i
m 0 I N ~ ~ I X
11'-4" 9 1/4" ~ i ig" T EN 6" ,C, m
E B M EL 19'-51/2" i ~
E OU AT N LA J (2l 1 3/4"xil 7/8" LVL N ~ > ~ (1)-1 3/4 xll 7/8 LVL - - - - - - ~
~ LUS410 1~_lp~~ HEADER FLUSH W/ ~
" ~ MRSTER LEVEL DECK o m ~ 9'-6" 6 /2" ~
o ~ ~ 12~~~~~ CRNTILEVER JOISTS ~ o
~ IUT9 „ ~ ii X ii ~ ~ 2'-0 1/2" Sl OVER 1ST FL. WALL W n~
~ 1 3/4"xll 7/8" LVL
9 ~ S m N CR ILEVER JSTS ~ SECON F~LOOR JOIST LAYOUT v
~ ~ OVE PONY WRLL ~ o SCRLE; 1/4"=1'_0" Z
o N m II 6~_l~~ 1~~-1~~ W
I T31 ~ ~ . P. in ~ ~ ~ ~ U
I ~ HERDER OFF m , JOIST FOR Z Z
. w FRPLC FLUE _ , i 2x BLOCKING
- i ~ ~ ~ ~ ~ H
8~ 1~~ ~ fV i ~ ~
ST EL ER B 0 ~ H
SE F ND TIO P N i i - - - - • i - _ - ~ ii o ~
~ ~ ~ ~ _ ~ 13 14 ~ U
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ST EL EA B ~ ~ ~ ~ ~ - SE F ND TI N , i i; N ~
_ ~ ~ ~ ~ ~ ° RIM
~-~F~ 11 7/8 m ~ BOARD ~ Q m , ~ ~
_ I-JOISTS ii ~ ~ N ` W
1 ii ~ ~ N ~ ` ~ ~ ~
~ I N ii ~ { i
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W/ FL OR DECK _ ~
~ 16 14 14 I .
S1 N S1 S1 ~ . . W
~ ~ N ~ ~ V
IUT312 TYP, N ~ ~
i 00 u ii VJ ~
14 16 THEN 16 O.C. . S1 ~ ~
0 u~ ~ ~
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~ N . .
fV O ' \ i n W
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N . (2113/4"xi17/8" Sl BOARD ~OWE~ ~E1/E~ ~
°o LVL BEAM FLUSH N W/ FLOOR DECK
, ~ o I I- ~
0 0 ~ N JOIST ~.AYOUT W
N . ~ ~ SCALE, 1/4 -1-0 W-
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8p C~i9U F~IJ~lID~1T~0~1 ~IVALL „ ISSUE DATE;
~ -r 3/4 T&G FLOOR SHEATHING FI~@~F~I~~EC~/I I~1 ULE (NAILE AN D D GLUED) - 5/27/07
, 7/i6" SHERTHING, TYP. 1 1/8" OSB RIM BOARD, ' ' REVISIONS;
~SEE STRUCTURAL NOTES THIS SHEET¦ ATTACH TO MUD SILL WITH ,
1 1/8" OSB RIM BOARD. 1 1/8" OSB RIM BOARD, ATTACH TO MUD SILL W T lOd NAILS ~ 6" TOE-NAILED ~
ATTACH TO MUD SILL WITH ~ I H FROM OUTSIDE FRCE: ~
SOIL EQUIVALENT FLUID PRESSURE = 45PCF lOd NAILS ~ 6" TOE-NAILED JOIST PER PLAN lOd NATLS a 6 TOE-NAILED TIGIIT TO RIM BD. FROM O~UTSIDE FACE, REINFORCEMENT SIZE FROM OUTSIDE FACE. BRICK
WALL HEIGHT b SPACING, C/C MAXIMUM ~ JOIST PER PLAN VENEER ,
(~OF COURSESI UNBA~ANCEO ~8 ~9 ~10 ~11 FILL HEIGHT FOUwDATION ANCHOR
PER SCHEDULE. ~~_4~~ 72 ~ ~Z„ 72„ 72~~ s-T~ -lOd NRILS PER JOIST
cii COURSESI DAMPPROOFING ABOVE ~ TOE-NAILED, TYP.
8'-0" 72„ ~Z„ ~Z~~ ~2~~ g~.3~~ ~ GRADE ~ DRMPPROOIFING RBOVE ~ (12 COURSESI GRADE ~ FULL DEPTH I-JOIST BLOCKING GROUT COLLRR JOIST PER PLAN ~ 24" O.C. TIGHT TO RIM BOARD JOINT SOLID TIGHT TO RIM BD,
~ 8''a" 72 72 72 72 6-il TYPICRL I AND ADJACENT JOIST, GLUE & NAIL ~
(13 CoURSESI GRADE I TYPICAL TO PLYWOOD SUBFLOOR W/6-6d ~ ~
f I GRADE ~ COMMON NAILS. 5 1/2" TO ~
I ~ OF REINF. (TYP. ~ BRICK) 3-lOd NAILS PER JOIST
_ ~ I SOIL EQUIVALENT FLUID PRESSURE 60PCF I~
REINFORCEMENT SIZE FOUNDRTION ANCHOR ~ ' TOE-NAILED, TYP. V~
WALL HEIGIIT & SPACING, C/C MAXIMUM PER SCHEDULE. UNBALANCEO WATERPROOFING, TYP, 3-lOd I 3-lOd NAILS PER EA. BLOCKING, ? t~
c~OF COURSESI # 5 TO C~ TOE-Nf ~8 #9 ~10 ii FILL HEIGHT TOE-NAILED, TYP, 4" CMU
, „ , OF REINF, 7 4 72"' 72" 72" 72" 5'-7" ~
(NO BRICKI REIN ci1 cou~s~s~ 5" To ~ _ REINF, PER SCHEDULE ~ FOUNOATION ANCHOR ~ GROUT 50LID. TYPICAL PER SCHEDULE.
8-0 2~~ 72~~ ~Z~~ g~_3~~ GROI t12 C~IRSES) 64 ~ OF REINF, GRADE ,
8'-8° (NO BRICK) ~IATERPR00FING 8" C( 48" 64" 72" 72" 6'-11" 8" CONC. CMU _ REINF. PER SCHEDULE
~13 CouRSES) REINF. PER SCHEDULE GROUT SOLID, " ~ 8" CMU GROUT SOLID, a ~
r~ . f r
FILTER MEMBRANE SEE SECTION 1 SEE SECTION 1 "
U FOR ADDITIONAL n - 8" INFORMATION FOR RDDITIONAL~
~ CONC. CMU ~ FOURIDATIOIV AI~JCHOR SCHEC~ULE INFORMATION ~ ~ ~ ~ ~ ~ ~
~f 24" MIN, GRAVEL . a~,;
SOIL EOUIVALENT 2X6 SILL PLATE TO \ AROUND FOUND, FOUNDRTION WALL ~
FLUID PRESSURE V INTERIOR ATTACHMENT WEEP HOLES ~16" O,C. MAX. J Z SECTION W/ B~ICK
~ u . . • ? . o . i~~-1~_~~~ , i~~_i~_~~~ 3 ~
i/2" DIA. ANCHOR BOLT e 48" O,C. o` ' (4 EDGE DISTANCE RND 5 MIN, EMBED) ~ ~
45 PCF ~R ~ THRU-WALL ~ ' ' ~ • ~ ' ' N „ 6 0 6 F=0'-0" ~ 3 1/2" CONC. ; . ;
SIMPSON MASB OR MA815 e 24 O,C. WEEP TUBES ~ e AT 48" 0/C , ? ~ d,°'~ N SLAB
o, ~ ~ ~ • Y • I Y~ • ~ 1 ~ Y • ~ ' E,,,, ` ~
{ ~ II II , \ , . ' ~ . ~ I ; ; ~ ~ I ~ „ CONT. 8 x16 0 ~ , , o , o , ~ , , o , , ' c , • o
1/2 DIR, RNCHOR BOLT ~ 32 O,C. CONC. FOOTING ~ , ° o , ° ' ~ - , ~ . ' , ' ! „ ~ ~ , ° . ~ ~ ~ { , , , . , ~ ~ " ~ . ~ ~i ~ ° a , ~
60 PCF (4 EDGE DISTANCE AND 5 MIN, EMBED,1 e • 1 1/8" OSB RIM BOARD, OR a' ~ . , ~ , , ~ ~ ~ ~ ~ ,.~~,~P~~ oFOy., ~
MPS N MASB OR MRB15 ~ i6~~ o,c. • ` ° , ~ ~ ~ ~ ~ , ~ ' ' p o ~ ATTACH TO MUD SILL WITH s~ o • . , , . ~ , ; . , + , ~ ~ lOd NAIILS ~ 6" TOE-NR , , ` ,e, , , ~ ~ ~ ILEO ~ ~ € ~ ~••ti . ~~l y 4 y ~ l~~'~~ kr ~v(f~' ~1~ '
~ , o , ~ , , 0 4" GRRVEL FROM 04UTSIDE FRCE. ~~1 ~ } ~.`il [ ~ ~~{f~ = O ti1 O,,y ~Hm. , ~ ~ ~S~~C ;~uENJAMIN~`~ ,
MAX M M MA NRY F UNDATION WALL HEIGHT = 8'-8" • I U SO 0 ' ~.o~ ~.o~ MAXIMUM UNBALANCED BACKFILL HEIGHT = 6'-il" BASE . f ~ ~ ~tik ~ +,'C C. f JOIST PER PLAN ~ ~ ~ ' t~ ~ u3;~~~r~ € 7~0 ~ RU SE1L ~ `
SIMPSON MASB NOT ACCEPTABLE WITHIN DUBLIN COMPACTED SOIL . j~ ~ ~:,~~-66937q~' ~
4" HIGH AROUND 1'-p~~ CONT. 3" DIA. PLASTIC HOLm SILL PLATE ~ `s1~~ss/~~srti~``~' ~
FOOTING, TYP. MIN. PERF, DRAIN TILE OUT 7/8" „ TO SUMP
FULL DEPTH I-JOIST BLOCKING ~ 24" O,C. ON L E~ .
STRUCTURAL NOTES r, THI~V BRICK APPLIEO TIGHT TO RIM BOARO ANO ADJACENT JOIST, GLUE & NAIL TO PLYW000 SUBFLOOR W/6-6d (p~l~~~' ~
GENERRL~ TIYPICAL COMMON NAILS. ~
l. THE STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DESIGN DRAWINGS, SHOULD DISCREPENCIES 1~~=1'-O" GI~ADE D~'~f0~~
EXIST BETWEEN THE DRAWINGS AND THE NOTES. THE STRICTEST PROVISION SHALL GOVERN. 3-lOd NAILS PER ER, BLOCKING. L~~G"
2. THE CONCRETE MASONRY UNIT FOUNDATION WALL DESIGN HEREWITH IS BASED ON ONE AND TWO STORY 3-1 " T01 _ RESIDENTIAL CONSTRUCTION WITH LOADS DISTRIBUTED RLONG FOUNDRTION WALLS, TOE-NAILED, TYP, ~ 4+- ~
, 3. SHOULD CONFLICTS ARISE BETWEEN SITE CONDITIONS AND ASSUMED DESIGN CONDITIONS ENGINEER 7/i6" SHERTHING, TY . 3/4" T&G FLOOR SHEATHING ` ~
SHRLL BE NOTIFiED PRIOR TO PROGRESSING WITH WORK. ~1CNOR BOL fS FER BU;ca;r~~ eo~~ S~tAPS APP OR ANCHOR FOl ` ~ (NAILED AND GLUED) ~ FOUNDATION ANCHOR ~
4, IT IS SOLELY THE CONTRRCTOR'S RESPONSIBILITY TO FOLLOW ALL RPPLICABLE SAFETY CODES AND ~IIED aY THE CITY OF DU811N, 5 TO ~ PEF REGULATIONS DURING ALL PHASES OF CONSTRUCTION. , F R PER SCHEDULE. 1 ll8" 056 RIM BOARD~ RTTRCH T0 MUD SILL WITH ~
S. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS AND CONDITIONS RELATING TO 0 EINF, lOd NAILS ~ 6° TOE-NAILED
EXISTING CONSTRUCTION AND EXISTING SERVICE ON THE SITE. " (NO BRICKI REIP REINF, PER SCHEDULE FROM OUTSIDE FRCE. ~~x=.+i
6. THE CONTRACTOR SHALL VERIFY ALL PERTINENT DIMENSIONS WITH THE RRCHITECTURAL DRRWINGS GRO~ PRIOR TO PROCEEDING WITH THE WORK. AL ~ JOIST PER PLAN ~ GROUT SOLID, TIGHT TO RIM BD, ~
W 7. DESIGN BASED ON 3/4 T&G PLYWOOD SUBFLOOR GLU D AND NR ~ ATERPROOFING E ILED (6d ~ 12 O.C. AND HEAVY DUTY . 8 G 8" CONC. CMU
Tf~ I~F ~ . , . CONSTRUCTION RDHESIVEI STAPLES RRE NOT ACCEPTABLE IN LIEU OF NAILS. - i-10LD SILL PLATE ~
OUT 7/$°
FOOTINGS, ~ 1. FOOTINGS TO BE CONTINUOUS 8"X16" CONCRETE FOOTING FOR 8" CMU OR AS SHOWN ON DRAWINGS. SEE SECTION 1 3-lOd NAILS PER JOIST ~
CONCRETE SHALL HRVE A MINIMUM 28-DAY COMPRESSIVE STRENGTN OF f'c=2500 PSI, (ASSUMED FOR ADDITIONAL ~THIN BRICK APPLIEO TOE-NAILED, TYP. ~
- ALL W D „ , 00 Vl1iT INFORM ALLOWABLE SOIL BERRING PRESSURE OF Fb-2000 PSFI, NIN S ATION
~ Tn BE ' , PRES~U RE TRE~1 T~D MRSONRY. TYPICAL ~ GRADE ~
« 1. MASONRY MATERIALS~
~ A. MRSONRY CONSTRUCTION RND MRTERIALS SHALL CONFORM TO REQUIREMENTS OF ACI 'LINTH ~ 5
530,1-OS/ASCE 6-05 "SPECIFICATIONS FOR MASONRY STRUCTURES." • B. HOLLOW AND SOLID LOAD BERRING CONCRETE MASONRY UNITS - ASTM C90 - A+1A$~ - ANCNOR Sl'R/~P !S N01 1~~=1~-O~~
. NORMAL WEIGHT. MINIMUM COMPRESSIVE STRENGTH 1900 PSL PERMIn'ED ~ft US~IN C
C. CMU UNITS TO BE LAID IN R ~~UBLIN UNNING BOND PATTERN, FOUNDRTION ANCHOR WATERPROOFING, TYP. PER SCHEOULE.
~ 2. MORTAR; " ~
A, ASTM C270 TYPE S. 8. ALLOWABLE FIELD MIXES; (BY VOLUME)
_ CEMENT-LIME; 1 PRRT PORTLAND CEMENT, OVER 1/4 TO 1/2 PART HYDRATED LIME. 5" TO ~
SRND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPRRATE VOLUMES OF CEMENTITIOUS MRTERIRLS. OF REINF,
MRSONRY CEMENT~ 1/2 PRRT PORTLAND CEMENT, 1 PRRT R1ASONRY CEMENT (TYPE N), BRICK ; SRND = 2 1/4 TO 3 TIMES THE SUM OF THE SEPARRTE VOLUMES OF CEMENTITIOUS MATERIALS. VENEER (NO BRICKI ~
3, GROUT: REINF. PER SCHEDULE
R. RSTM C476, MINIMUM 28-DAY COMPRESSIVE STRENGTH 2O00 PSI. 1 1/8" OSB RIM BOARD, GROUT SOLID.
B. BLOCK RT BEAM BERRING. PILASTER. AND POINT LORD LOCRTIONS TO BE GROUTED SOLID OR SOLID ATTACH TO MUD SILL WITH BLOCK FOR 2 COURSES BELOW BERRING. 10d NAILS ~ 6" TOE-NAILED JOIST PER PLRN
C. CONSOLIDRTE GROUT RT TIME OF PLACEMENT SO AS TO FILL ALL VOIDS RND INTERSTICES, FROM OUTSIDE FACE, ' PER PLRN ' FILTER MEMBRANE
CONSOLIDATE GROUT LIFTS OF 12" OR LESS BY MEANS OF PUDDLING OR MECHANICAL UIBRATION. 8" CONC. CMU
CONSOLIDATE GROUT LIFTS EXCEEDING 12" BY MERNS OF MECHANICRL VIBRATION AND RECONSOLIDATE 24" MIN. GRRVEL
AFTER INITIAL WATER LOSS AND SETTLEMENT HAS OCCURRED. D, ACCEPTABLE GROUT FIELD MIX; (BY VOLUMEI 1 PART PORTLRND CEMENT, 1/10 PART HYDRATED 5 1/2" TO AROUND FOUND. INTERIOR
LIME, SAND - 2 1/4 TO 3 TIMES THE SUM OF THE VOLUMES OF THE C M N T 0 ~ E E TI I US MATERIALS. OF REINF, FULL DEPTH I-JOIST B 0 K "
LCING~24 SLUMP TO BE BETWEEN 8" TO 10". " (TYP, ~ BRICKI TIGHT TO RIM BOARD AND ADJACENT , CKING ~ 24" O.C. WEEP HOLES ~16" O.C. MRX. ) ADJACENT JOIST. ~ , , , a ,
4. STEEL REINFORCEMENT BAR REQUIREMENTS; GLUE & NAIL TO PLYWOOD SUBFLOOR A. ASTM R615, A996 - GRADE 60. ) SUBFLOOR W/6-6d ~
B, PLACE VERTICRL REINFORCEMENT BARS AS SHOWN. BARS SHRLL BEGIN AT THE MAXIMUM SPRCING COMMON NAILS, ° ~o , ~ o d 'c . ~ , . ' . ~ ~
SHOWN FROM ALL FULL HEIGHT MASONRY WALL CORNERS, WEEPUTUBES ' ~ ° o , . ' ' ` F=0'-0" ~ 3 1/2" CONC,
3-lOd NAILS PER EA. BLOCKING, BACK FILL; ~ TOE-NAILED, TYP. AT 48" 0/C , ~ ~ d , ° ' ~ SLAB ~ o, ~
1. PROVIDE 24 OF FREE DRRINING GRRVEL MRTERIAL (WASHED ~ 57 STONE OR EQ.1 ABOVE TOP OF FOOTING TYPICAL v~ i ~ ~ ~ ` ~ ~ . , , „ , . ~ .
BY THE WIDTH OF THE EXCAVATION. GRADE „ CONT 8"x16" ~ . ~ ' ' ~ .,o,~~.~,~~;o,.~.~,~';,,'~.~,~~., o ~ ~ 4 . , .
2. PROVIDE FILTER FABRIC BETWEEN THE FREE DRAINING MRTERIAL RND BRCKFILL MATERIAL ABOVE. 4 CMU CONC. FOOTING ~ , ° o , ° ' ~ - , , • . ,•e • ~ b~ . ~ i~ e , r
3. BACKFILL Z4" ABOVE TOP OF FOOTING TO FINISHED GRRDE MRY BE ANY NRTIVE SOIL WHICH IS FREE OF DEBRIS, ORGRNIC TOPSOIL, AND ROCKS OVER 6" IN SIZE. BRCKFILL SOIL TYPE SHALL YIELD A SOIL 8" CMU ~~p ~.~..~o'~~.. ~ p ~
EOUIVRLENT FLUID PRESSURE LESS THAN OR EQUAL TO THE PRESSURE USED FOR DESIGN OF THE MASONRY FOUNDATION ANCHOR ~ ' ~ ~ ~i . • ~ ~ . _
WALL. PER SCHEDU~E. ~r ~ . ° ~ . D ~ ~ OD ' ~ .'o , . , , o , • • 4" GRAVEL ,
4, FOUNDRTION WRLLS TO BE PROPERLY BRRCED PRIOR TO BRCKFILLING OPERATION. BRACES RRE TO REMRIN REINF. PER SCHEDULE SEE SECTION 1 IN PLACE UNTIL SUCH TIME THRT THE FRAMING RND FLOOR DIAPHRAGM ARE IN PLRCE RND THE MASONRY GROUT SOLID. FOR ADDITIONAL . ~ BASE . , ~ ~
WRLL IS BRRCED PER PLAN, INFORMATION COMPACT~O SOIL ,
4" HI~H AROUND 1~-p~~ ~ „ . FOOTING, TYP. MIN. : i~
FOUNDATION ANCHORS; ~ ~
1. MUD-SILL STRAPS; INSTALL PER SCHEDULE ABOVE.(STAINLESS STEEL OR G185 GALVANIZED IF USED WITH PRESSURE TREATED LUMBERI
OR CONT, 3" DIA. PLASTIC B~ I C K P ~ I N T H
2, RNCNOR BOLTS; 1/2" DIAMETER WITH 5" EMBED, GROUT SOLID, A,8 TO PROJECT 2 1/2" ABOVE TOP OF „ PERF. DRRIN TILE ~
FOUNDATION WALL, BENT BAR (L OR J~. HEX HEAD, OR PLATE HEAD ARE RCCEPTABLE (STAIN 1-i O LESS STEEL OR G185 GRLVANIZEO IF USED WITH PRESSURE TREATED LUMBERI i"=1'-0"
WOOD FRRMING: W
. 1. FLOOR JOIST MEMBERS TO BE ENGINEERED I-JOIST . 2. NAILS ARE BOX TYPE (0.131 DIR.I UNLESS NOTED OTHERWISE. TOE-NRILED CONNECTIONS TO BE PER W
2001 AF&PA NDS RE~UIREMENTS. ~ ~ _
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