07200655 Permit FileCity of Dublin
Requisition for Purchase
Recommended Supalier Information
Vendor # :
Vendor Name: Smucker Construction
Address 1: 154 N. Chillicothe St.
Address 2:
Ci : Plain Cit State: OH Zi : 43064
Purchase Date: 21 August 08
From Department: Building
Finance/Purchasing Use Only:
Item
Quantity Unit of
Measure
Description Account
Number
Unit ?rice
Extended Price
? ConditionalOccu anc Refund 805-0210-710-2914
2
3
4 8204 Davin ton Drive
5 Permit No. 07-200655 $1,500.00 $1,500.00
6
7
$ PLEASE INCLUDE ADDRESS &
9 PERMIT # ON CHECK STUB, THANKS.
10
l g
Department Head Approval Date?'`? 1 Lii,--?? TrL $1,500.00
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
PERMIT
This is to c
described below and
anDREss:
the residence
r occupanc
No.: ?7 ? C C
,-., .
BY. FINAL INSPECTION DATE: 7 !> ?%'?
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Division of Building Standards
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614/410-4670
Inspection Line: 6141410-4680
CONDITIONAL APPR7AEnager/General NT
This agreement made and entered into by and between , c '- __ ?
Contractor)
Herein after lrnown as the Project Manager/General Contractor, and ?.45
(Owner/Occupant)
Hereinafter known as the Owner/Occupant, and the City of Dublin, hereinafter known as the City, who
mutually agree and covenant as follows:
1. The Project Manager/General Contractor, who is constructing a new premises at:
Building Permit No. Z? , has applied for a Certificate of Occupancy.
2, The premises, as of the date this agreement is signed, has not met all requirements of the Dublin
Codified Ordinances, hereinafter known as the Code, and therefore additional final inspections
cannot be approved.
3. The list of items, which is attached to and is a part of the agreement, is accepted by both the Project
Manager/General Contractor and the Owner/Occupant, documentation of those items necessary to
be completed prior to the project receiving final approval.
4. Aclrnowledging that the premises are not completed and that certain items, as shown, are
requirements of the Code of the City, the Owner/Occupant, requests that the City allows occupancy
of the premises and use of the property as of the date of this agreement.
5. In return for such above Conditional Approval, the Project Manager/General Contractor agrees to
complete all items as shown by (date) Z V OS and further agrees to release, hold
harmless and indemnify the City and its agents, assigns and employees from any and all obligation,
liability, and/or responsibility that might arise as a result of permitting occupancy under a
Conditional Approval Agreement.
6. In return for the City allowing conditional approval, the Owner/Occupant hereby releases the City,
its agent, assigns and employees from any and all obligations and/or responsibilities related to the
completion of the premises, and further agrees to release and hold harmless the City, its agents,
assigns and employees from any and all liability that might arise as a result of occupancy of the
premises. Further, the Owner/Occupant accepts the responsibility for the completion of those items
shown as incomplete, and recognizes that the City may revoke the Condirional Approval
\\DUBLTNDATA PER SERVER\PER\PER\THOMEVInOFFICE\WPkDOCS\DOC\FORMSICONDITIONAL OCCUPANCY
AGREEMENT.doc
Page 1 of2 Updated4-02
Agreement causing the premises to be vacated; and/or the City may initiate legal action, if these
items are not completed on a timely basis, and within the schedule contained in item 5 of this
agreement. The Owner/Occupant agrees that the City or its agent shall have full access to the
property to inspect, or at it's sole and exclusive discretion cause to be made any improvement
necessary to bring any part of the premises into compliance with this Conditional Approva]
Agreement.
7. The Owner/Occupant and the Project Manager/General Contractor both agree that the City, by
accepting this Agreement in allowing occupancy as of the date of this Agreement has in no way
waived, forfeited or otherwise relinquished any rights and/or powers that it would have if this
Agreement were not in effect.
8. The Owner/Occupant aclrnowledges that he is under no obligation whatsoever to enter into this
Agreement, but that absent this Agreement, Conditional Approval to use the property will not be
granted.
9. This Conditional Approval Agreement will serve as the Temporary Occupancy Permit the Building
Official may issue in accordance with 4101:2-1-27(E) of the Ohio Administrative Code when the
entire scope of the building work has not been completed, but the Building Official has determined
the building can be occupied safely.
Project Manager/General Contractor Date Pr ject Manager/General Contractor (Signature)
(Please Print)
i F, o y /--. /-
Owner/Occupant Date O ccupant (Signature)
(Please Prin,} _
- CiCi+ of Dublin Date
1\DUBLINDATA PER SERVER\PER\PER\THOMEVI\OFFICE?WP\DOCS\DOC\FORMSiCONDITIONAL OCCUPANCY
AGREEMENT.doc ?
Page 2 of 2 Updated 4-02
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Fax: (614) 761-6566 • Inspection Line: (614) 410,4680
DO NOT REMOVE THIS SHEET FROM SITE
NOTICE OF INSPECTiON
Inspection Type
L. CjC. ??. Application # Date
The undersigned inspectors checked your property at
J-LN-02r4 4) P) 6)
for compliance with Buiiding Code. Any violations listed below must be corrected within
days.
VIOLATIONS
?
' / ?f? r 7 5--T .
ROVED ? DISAPPROVED By
-)ITIONAL
tnspectiun Type(s):
ZONING INSPECTION FORM Residential
Land Use and Long Range Planning Commercial ?
Code Enforcement Other ?
5800 Shier-Rings Road; Dublin OH 43016
CITY OF DUBLIN Rough ? Finap-I
Telephone/TDD 614-410-4600 Dublin Planning Fax b 14-410-4747 Dublin Inspection Line 614-410-4680
Permit 655 Project Name: ??'? m
Pro'ect Address: --70't/ a,,? G
Contact Person: Contact Phone:
Approved Plans, Checklist
YesKNo ? Accessory Structure Installed per
sFAI No ?
Y
and Permit on Site e
Approved Plan
Landscaping Installed per
Yes ? NoN' Approved Plan Encroachment of No Build,
Yes 0 No 91 No Disturb or Easement Area
Patio eck Ii?stalled per
Yes ? No? APProv?'1an
Service Structures
Yes? No?
, Screened per Code
Signs In,s lled per
?
Yes ? No ? A
ro?ed Plan
Zoning Approved ?
Zoning Conditionally Approved (See Comments)w
Zoning Disapproved (See Comments) ?
Date of Inspection -- ,? " ; i? ?;.
Inspected By
COMMENTS ? ,0 J?'le'e,,eV1?.
? ?
•A4? ?
f+il.
..t,
Zoning Inspection Form PLA-120 Date 5/1/08
ff-Apm? Dtv ?,04J,
. CITY OF DUBLIN
. Division of Engineering
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINTALL INFORMATION
Appiicant: Company:
? No Violations/inspection Approved
? 1. Ctean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
W 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))
a 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
/ Ii? q,2?/d.
fl'S
-
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
a 9. Replace Damaged Sidewalk/Bikepath
(Ord. 35-74, Sec. 51.04)
Comments:
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: V/TDD 614-4104600
Inspection Line: 614410-4680
Fax:614/761-6506
isapproved ?Approved For Conditional Occupancy
290. Adjust Manhole to grade (Sanitary/Storm)
? 11. Rebuild Manhole Throat (Sanitary/Storm)
,(r0rd. 59-74, Sec. 51.04)
C?'T2 Improper Grading
(Ord. 7-75, Sea 150.040)
?13. Clean Street/Clean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
(O.R.C. 723A11)
?14. Adjust Watch Valve to Grade
(MainlinefFire Hydrant)
A5. Install Grade Stakes
olicy 98-027)
6. Submit "As Built" Plot Plan
(Policy 98-027) l
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
'o • y6 e- >
Contact B? ing Division a?410-4680 for
Inspection ,. t be approvqdVrior to req
Inspector:
:ction when work has been completed. The Engineering Final
an Occupancy Inspection by the Building Division.
? ? narP• ?? Z ? UT?
Re-Inspection: ? Approved ? Dlsapproved ? Conditional
? ?? o C-)
Date:
Inspector: b
A
SQ4
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
Site: E5120Lf' r..? AV/K/ 4:10N 13R
(Provide Detail Pbt Pian of Lot)
Lot No: ZsQ(2_Application No:7??G.?? Subdivision:
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CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
SUBCONTRACTOR
DISCLOSURE
General Contractor: Sm Vl? tr
Application No.: D rl DO 65 5
T)r
critNi
Job Address: SC'4D4 :Z)4\1 1 n
The Generai Contractor is required to fumish the following information regarding any
contractor working at the above address prior to issuance of a Certificate of Occupancy.
All subcontractor registrations rnust be current thtough the issuance of a Certficate of
Occupancy, inciuding insurance ahd al1 applicabie State Certifications.
TYPE I??ME OF ?O TRACTOR DUBLIN REGISTRATION NO
EXCAVATION*
CONCRETE* g - ? 7 - -2- 6 '7 ?
MASONRY -.2 6 7
J
STRUCTURAL*
ELECTRICAL* u -7-' 341? ?
PLUMBING* ???ns? ` J d - ? ?
HVAC* '?? en ?.? S d ?
INSULATION •n ?i?. -?sr? ?.? ? a ?
ROOFING*
DRYWALL ? ? ev rJ ? ?
SiDriNG ?/1i?di a ?G? n' 'A ?
SANITARY SEWER* 7
LANDSCAPING
FIRE PROTECTION
UNDERGROUND
`
FIRE ALARM
FIRE SUPPRESSION
PAINTING
OTHER *MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A
COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE.
ExceUSubcontractor Disclosure Update 2003
CITY OF DUBLIN
*** CUSTOMER RECEIPT ***
Batch'ID: 6/04/08 01 Receipt no: 12115
Type SvcCd Description Amount
2007 200655 BP BUILDING PERMITS
Qty 1.00 $1800.00
SMUCKER CONSTRUCTION
Tender detail
CK Ref#: 5483
CK Ref#: 5484
Total tendered:
Total payment:
Trans date: 6/04/08
$300.00
$1500.00
$1800.00
$1800.00
Time: 11:36:44
THANK YOU FOR YOUR PROMPT PAYMENT
SMUCKER CONSTRUCTION
154 N. CHQ.I.1C01'M ST
PLAIN CITY, OH 43064
PH: 614/873-5342
?
5484 7
„ 58-od58lo4a?
?....
;/ '??? ?!? ?-d'?/?- " ?
THE RiCHWOOD BANKING COMPANY
RICHWOOD, OX1003344
RALPH F..
ii'00 5484n' C044 L06 5881: 2 0 3N,066 7n1511¦
SMUCKER CONSTRUCTION
154 N. CHIIUC01HE ST
PIAIN CTI'Y, OH 43064
PH: 614/873-5342 ?
?THE RICMWOOir BANKING COMPANY
o RicHwooo, OHIO 49304
5483
56.o65e1oaat
y ?
/ ? .a?..??....?.a..???..?
? s ?? .?- o....?._.g
---?- ??
RALP S
? u'005483??' 1:044L06588f: 2 031110667u'6115
, CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: VITDD 614-410-4600
Inspection Line: 614-410-4680
Fax: 614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant:
Site:
i
Company:
(Provide Detail Plot Plan of Lot) i
Lot No: Z `-, ApplicatiQn No;7 `24?, ?? Subdivision: /C,? ?-/ r 4-
? No Violations/Inspection Approved I04ialations
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade -
? 4. Adjust Inlet to grade
W5. Erosion Control/Sod or Seed T/ °g
(Ord. 40-98, Sec. 53.090 a))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
V8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C)) -
? 9. Replace Damaged SidewalkJBikepath
(Ord. 35-74, Sec. 51.04)
isapproved ? Approved For Conditional Occupancy
U"(O. Adjust Manhole to grade (Sanitary/Storm)
U11. Rebuild Manhole Throat (Sanitary/Storm)
rd, 59-74, Sec. 51.04)
4f2. Improper Grading OK 6-3 •o$
(C?rd. 7-75, See. 150.040)
?13. Glean Street/Glean Sidewalk
(Qrd. 7-75, Sec. 150.039(J))
(O.R,C. 723.011)
L114. Adjust Wateh Valve to Grade
(Main)ine/Fire Hydrant)
a15. Install Grade Stakes OK'?rt? br ?eg
Policy 98-027)
6. Submit "As Built" Plot Plan
(Policy 98-027) (<'?.
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Comments:
Contact B;i ing Division a 10-4680 for re-inspection when work has been completed. The Engineering Final
Inspection u t be approv rior to reque ting an Occupancy Inspection by the Building Divisi n.
Inspector: - Date:
40""""?ie-Inspection: MrAppr?e_d J(+/0$ ? Disapproved Ni Conditional
? Date: (0
Insrector:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
. 1
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06103/2008 68:59 6148463393 BDM PAGE 02/02
` BA UER, DAVI DS4N 8c MERCHANT, 1 NC.
CONSULTlNG ENGINEERS
255 GREEN MEADOWS ORIVE SDUTH WESTERVlLCE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT N0. 1500 MUIRFIELD VILLAGE PHASE 30
PLAT BDOK 66 CITY OF DUBLIN
PAGES 55, 56 & 57 FRANKLIIV COUNTY, OHIO
FEBRUARY 28, 2007 SCALE: 1"= 30'
?
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** F.F. 964.4
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g?pg w' S R=600' ? o Fk
16.0' Ch.= 700.99 1 ?„?, DAVI NGTDIV?ORNE 50'
W SERV.
Son.
3Q7'.+ To C/L
Crp 1e H:l/ Ct.
DUBLJN GR4DE CE/iTiFKATE
JUNE 3y 2008 ** Elevofiion per. Smucker Componies
xxx,X = PROPOSED ECEVaTlDIVS ? qctual shots taken in field.
XXX.X - AS-BUII.T EIEHATIONS'
MOTES
• 6u61der to mnintoin emr§fing suhtliv+Sion sd7 erosinrt conMo! oed e,r;st,,ng lres protectAon lencing during corrslructinn.
• No podcfig on west s'de of Dwinyton Dr, duiing t,wrse const?vetioe.
• Bw7der shoA insur? thof oM uEilify trenches unAer drive are compocted prior !o povi»g oi dnvewny.
' 8w7der sholl provide rew' yoM ond side rord droinoge swnlss.
Thi9 pfot is petpoeed lor thC bCO! bvAding deparlmen!'s ux on0 is not ta be constnxA as Aoving been Pn?Aa+vd fw the owner or fer fhe we N
the owner for ony putpoae.
Pf?c?l Ma
we Iwrs detenna?ee uie? t+KS bt uss .?l?+ tne r?nrve ?= F7ood Routing
SMUCKER COMPANIES see rnoster grodrng
or F7oo2- »»_ m sM.n on a. Flbod Mx.
o pw?wr? cyecrceo p?on for deto;fs
?, „rm fa Fj4ANKLIN CO, p,;,, ??y suRV
? ,?e,? 390¢gC00 t8l?? "3?-16-Oa S.M, S.S.
REV. 5-23-07 REV. 7--9-07 11050-07 Ref, P&G#236,07
REV. 5-31--07 JD 105 WAOwg 08 P&G\60808\6088dubec.dwg Order No. 608-08
200 Sch?ield Dr. ,a??te ?etter
Whiteh. OH 43213
Phone: (614)367-2273
Fax: (614)367-9609
1 l
Friday, October 19, 2007
Builder: Smuckex Coxlsttuction
Project: Harness Residence
File No.: COL-0407-9878
Issue: CoI1 not installed as specificd by Case En,gineered Lwnber.
Solution or Proof: A built up column consisting of 5 fi.M height studs is sufficient to support the
load in pla.ce of Coll. Each ply of the built up colutnn shall be connected to rhe last by standard
nailing practice, amd the columm shall be centered under girder F9.
Adciitional Comments:
If you have any concerns or questions about the precedi.ng in£ozmation and included data please feel
free to call me at our office at 614-873-7440
Thanli pou,
4c A50r-?
Alan Albrecht
Attached Documents:
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?- ? ? .
jobeitc Istrcr kr Hamcse.doc
From: Tina Kauffman
To: Gayle Harbage
Date: 9/25/2007 8:12 AM
Subject: Refund
Gayle:
A check came over late yesterday for $340.00 receipt #15928 2007 200655 Check #1292. This was already paid and needs
to be refunded. Can you please pull the check or put it in for a refund?
Thank You.
? QY1 ? v ?-P`l1 Q?
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
,
Date ( - /9 4 - 09
Application No. V('cgoD(Dts S
APPLICATION FOR ELECTRICAL PERMIT
Job Address 'gaoy Av i'Ag?o NDr, Parcel No
Subdivision Lot No.
Owner Name Su z?e & rn es S Telephone
Contractor Name k1r am el, Le dr;cA1.Ser viCc LL
Contractar Address
7110- SS 7- ISI Io
Registration No. ` ? ?? / r7
Residential:
New Sq. Ft.
Temporary Service $40.00........................................
$40.00 Minimum plus $20.00 for each additiona15U0 Sq.
1000 Sq. Ft.
Low Voltage Systems: Square Feet
. $40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fractitm thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..........................................................................................................................
$60.00 Minimum plus $60.00 fox 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 $ 3VO" 6D
JOB DESCRIPTION A1,1w POu se-
This permit is granted on the express condition that the said worlc shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of said laws.
Signature of licensed contractc
Division of Building Standards
Date: 1/1/2001
:
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
Revision number . . . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Tenant nbr, name . . . . . .
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
07-00200655
2
8204 DAVINGTON DR
273-003872
MUIRFIELD 30 #1500
SQ FT 8359
RES SINGLE FAMILY DETACHED
Smucker Construction
SMUCKER CONSTRUCTION
Date 9/24/07
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 340.00 Plan Chec}c Fee .. .00
Issue Date . . . Valuation . . . . 0
Expiration Date . . 3/22/08
Qty Unit Charge Per Extension
BASE FEE 40.00
15.00 20.0000 RES ELECTRICAL SERVICE 300.00
----------------------------------------------------------------------------
Special Notes and Comments
Deviation in grade by 6" or more from master grading plan
requires approval letter from design engineer of
subdivision. Walk out is also not permitted by grading
plan!
Sideyard slope will be greater than 3:1.
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.
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
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
New trellis only.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- -------
Permit Fee Total 340.00 .00 .00 340.00
Plan Check Total .00 .00 .00 .00
Grand Total 340.00 .00 .00 340.00
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 . . . . .
Revision number . . . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Tenant nbr, name . . . . . .
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
07-00200655
2
8204 DAVINGTON DR
273-003872
MUIRFIELD 30 #1500
SQ FT 8359
RES SINGLE FAMILY DETACHED
Smucker Construction
SMUCKER CONSTRUCTION
Date 7/23/07
----------------------------------------------------------------------------
Permit . . . . . . TEMPORARY ELECTRIC PERMIT
Additional desc . .
Permit Fee . . . . .00 Plan Check Fee . . .00
Issue Date . . . . 7/23/07 Valuation . . . . 0
Expiration Date . . 1/20/08
----------------------------------------------------------------------------
Special Notes and Comments
Deviation in grade by 6" or more from master grading plan
requires approval letter from design engineer of
subdivision. Walk out is also not permitted by grading
plan!
Sideyard slope will be greater than 3:1.
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.
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
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
New trellis only.
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total .00 .00 .00 .00
Plan Check Total .00 .00 .00 .00
Grand Total .00 .00 .00 .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.
'1 \ )
v ,
001M APPLICATION FOR BUILDING PERMIT
This form is provided by the Building Induslry Association of Ohio as a public service.
THE Builders PERMIT NUMBER Qt'1
?1 c7? ?O
_ Issued in Ohio Under Authority of
a
0
?
Auditors Taxing District Parcel Number 3.o1c)?'? ??.
0
.a
i'
1
Address of Property za? r{ ?-?'T?M
?
a
0
p" Subdivision L#N Wie- i? Lot ? SQ j)
Applicant's Name: P^ u-c-k c k phone NumbeliA I 7 3?
Email Address: Fax Number: ?/y V3- 3 yZ y
Owner's Name: ?1 v a su-S Ct-A l74,,eA e J.l Phone Number:
?C! ?tt1 S?O+?t? L' ?. ?O?^
n 4, / y- e ?7 3 ..SS U 9
Address: u'/( ?
G
?
t?..,? ,- ? `
D
7J
Desi ner's Name: e- ? "? +?- p ? .?P??f ? 7
g A na Phone Number.
Q Address: ?30 A? ?d ?It bVOu'-
73 ' 34/23
Name:?C°ke-f-- Ph
ild
'
B
N
b
er
u
s
one
er: v
um
Address:.??1 N. CA }LL'CO VAt 9 ic
Builder's Ill:
Type of Improvement: ft2 O rV --bwe''V Improvement Cost: N a' U
Number of Bedrooms: s Heating Fuel: 4p,1 Number of Gas Appliances per Unit: ?
Number of Bathsa ?
? Sewage Disposal: ''?,?,1p Garage (?,(?"C?
1
Building Height: 36 ' Water Supply: ?u,..bLj G Number Car Garage: 3
o
; Building
Unfinished Basement a9 ?J ???'?" •? 9 0/0 . f.. Zoning
Lot Area "? R 8od
?
w Finished Basement ^ -i- ? ?3
Total % Occupied by Structure -?
° Lower Level - 4--
lst Floor
4& i
Front Setback a(o 1/2
d 0 ? G?
2ndFloor .DQ
Q
Rear Setback 't'J S :
6 3rd Floor .., ? V Right Setback
a
Other
Garage N(p
Left Setback
106 1 ID "
L
Wid
h
B
ildi
Li
Deck/Screened In Porch .Ua / ot
t
at
u
ng
ne
v ?
Gross Square Feet
Building Area at Ground Level ,29 ?fb )0q,?1-- Zoning District
Existing Use of Property VpLG Q/?4- 1,0-
Living Area /
Flood Plain Yes No ?
?? The owner of this building and imdersY9ned, do hemby covenant and agree u comply wit6 all the taws of the State of
Ohio and the ordinances of this jurisdiction, patainiog to building and buildings, and to construct the proposed building
??
... m
4?
? `o or structure or make the proposed change or altenation in accordance with the plans and specifications submitt
ed
berewith, and certify that the information and statemeMS given on this applicadoq drewings and specifications are e
best of their knowledge, we and co?ect.
Signature of Applicant ?
Date Received ? ar Date Keceived Date Received
d
;D
8
Date roved
Date Approved (? •/'.S' 0 7
Date Approved
U-l
o . ?
Zoning Official Pians Examiner Issuing Authoriry
07/17f2007 09:58 5148453393 BDM PArE 01/01
CITY OF DUBI,IN
Division of Building Standards • 5904 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 4104670 , Insp@ct;on Line: (614) 410-4680
Applicatlon Number: 0? -,ZOvj, 5 S^
' SURVEYOR
BlJlLDING LOCATION AND FIRST FLOOR ELEVATIQN
CERTIFICATION FORM
1? the undersignad, do hereby certlfy the following location of building and elevation af
top of the fpundation wall at the referenced property. It is the builder's responsibility to
insure that tha locatlon and elevatian of thg top of tho foundatlon wall plus the first floor
sysEem, as per the approved prints, comply wlth tho site plan approved by tMe City of
Dublln (in reference to the C,ty.ef Dutilin Cadlfled 'Ordinance 9305.02 (k)),
RAIIER, DAVIDSON SMRCHAN7;, IpC. Consultxpg Engineers
0r: ? Vt,ti vk 0 (L5W'_ ,7? U L c.t ri
3ubdivision:
Lot Numbs?r: 1600
c Lo'?r,?-LZ2_ P 1+ 30
Address: jZ-0 -e
+4-4 ? r..r C Tl?4
Approved Foundation Elevation
Actu81 Top of Foundation
Professlonal Seal: /5?
/ ?
C? ?,.-?_0 Feet above mean sQa level.
963.,,,?S?Feet abavQ mean sea level.
? HOBEF7'O"
ST?VER Ac
7244 Q 0
?'•,,??y, ?.Q/'S
TO
t
`?..s°ONAL
^?,....?..............,..?A-?"'^
64-
SiRnatUre of Surveyor
R6 ert D. Stover,
Pxofessionaa, Survepor No. 7244
Julq 17, 2007
Date
This form is ta be completed prior to the foundatlon inspectian and rrtust be made
available on-stte with the approvod prints.
Ex0ell3urvey 02.N14.
TOOE 9NI.LVAFO%3 QiIandaFIS 0899 691 bi9 i XY.I 60:9i iN:i Lnir.tii.n
CITY OF DUBLIN
f Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date ol Application No. 0-4•
APPLICATION FOR ELECTRICAL PERMIT
Job Address U CI)L
Subdivision 11 )L/-ir R C tl
Owner Name ADa Cr QSI,LZ ;
Contractor Name Uf c-lp A E, 3 1'Ku1'kep,
Contractor Address
Residential:
JP1R;n L' %
Parcel No
Lot No. L s-oo
Telephone 6111? ??? - _5?02
Telephone 3
o t
New Sq. Ft. d;/ C/ ''' /' Altet'ationl.
Temporary Service $40.00........................................................
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. '
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft.
Dublin Registration No
tdition Sq. Ft.
.............................. --???
fraetiQn thereof over 1000 Sq. Ft.
fraction thereof over 1000 Sq. Ft.
CommerciaL•
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..............:...........................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all respects, conform to the orciinances of the City of
Dublin, all the laws of the State and the National Electric Code re ulatin cons ction, inst tion, repair and alter ion,
and may be revoked at any time upon violation of any provisiorys,of s?'d I s. ? ?
Signature of licensed contractor or homeowner
Division of Building Standards
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 ..... 07-00200655 Date 7/19/07
Revision number . . . . . . . 2
Property Address ...... 8204 DAVINGTON DR
Parcel Number: 273-003872
Alternate Address: MUIRFIELD 30 #1500
Tenant nbr, name ...... SQ FT 8359
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . . Smucker Construction
Contractor . . . . . . . . . SMUCKER CONSTRUCTION
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 340.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 1/15/08
Qty Unit Charge Per Extension
BASE FEE 40.00
15.00 20.0000 RES ELECTRICAL SERVICE 300.00
----------------------------------------------------------------------------
Special Notes and Comments
Deviation in grade by 6" or more from master grading plan
requires approval letter from design engineer of
subdivision. Walk out is also not permitted by grading
plan!
Sideyard slope will be greater than 3:1.
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.
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
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
New trellis only.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 340.00 .00 .00 340.00
Plan Check Total .00 .00 .00 .00
Grand Total 340.00 .00 .00 340.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
- CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . .... 07-00200655 Date 6/27/07
Revision number . . . . . . . 1
Property Address .. .... 8204 DAVINGTON DR
Parcel Number: 273-003872
Alternate Address: MUIRFIELD 30 #1500
Tenant nbr, name .. .... SQ FT 8359
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner . . . . . . . Smucker Construction
Contractor . . . . . . . . . SMUCKER CONSTRUCTION
--------------------------
Permit . . . . . . ---------------------------------------
RESIDENTIAL BUILDING PERMIT -----------
Additional desc . .
Permit Fee ....
Issue Date . . . . 7 0.00 Plan Check Fee ..
'7 a/o'7 Valuation . . . . .00
0
Expiration Date . . 12 24/07
Qty Unit Charge Per Extension
BASE FEE , 140.00
15.00 40.0000 RES BLDG PLAN REVIEW 600.00
--------------------------
Permit ...... ---------------------------------------
RES HEATING, VENTILATING, A.C. -----------
Additional desc . .
Permit Fee .... 350.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/24/07
Qty Unit Charge Per Extension
BASE FEE 50.00
15.00 20.0000 RES HVAC 300.00
--------------------------
Permit ...... ---------------------------------------
LOW VOLTAGE ELECTRICAL PERMIT -----------
Additional desc . .
Permit Fee .... 190.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/24/07
Qty Unit Charge Per Extension
BASE FEE 40.00
15.00 10.0000 RES ELECTRICAL LOW VOLTAGE 150.00
--------------------------
Permit . . . . . . ---------------------------------------
GAS LINE PERMIT -----------
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/24/07
Qty Unit Charge Per Extension
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
'CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200655 Date 6/27/07
Revision number . . . . . . . 1
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1600.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/24/07
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
Deviation in grade by 6" or more from master grading plan
requires approval letter from design engineer of
subdivision. Walk out is also not permitted by grading
plan!
Sideyard slope will be greater than 3:1.
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.
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES BLDG INSPECTION 750.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLUMBUS 3044.00
SEWER INSPECTION FEE 120.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 2950.00 .00 .00 2950.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5944.00 .00 .00 5944.00
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 . . . . .
Revision number . . . . . . .
Grand Total 8894.00
07-00200655
00
Page 3
Date 6/27/07
.00 8894.00
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.
BAITER,
I3AVZDSO
MER.CH?
Cansulting xt?
Et?g ' eezs
(61?F) 846?3
fax (614) 846
May 31, 2007
1 MVL ULf VL
N&
NT, I?TC.
393
-4575
City of l?abli-u
Aivision of EmgineErinB
Attn: Mr. Petee
5800 Shier Ririgs Road
nubli,?, obia 43016
RL: Mttirfieid Village
Phase 30, Lat 1500
Dear Mr. Petee,
. . Bauer, Davidson & Merchant, Imc., has xeviewed thc proposod changes to Iot 1500 of
Muirfield Village Phsse 30. T}ae elevafions as proposed on the plot aud grading pbsu dated May
31, 2007, by this company am acceptable. This lot can have a walkout besemen,t, based on the
elevation flast is showm on the plot and gracting plan.
Please cozftet me at 614-846-3393 if yau havE any fiuther questions.
Sincerely,
BAUER, DAVIASON & MERCHANT, INC.
Consulting Engi.neers,
4? Co.-
Curtis H. Domaa.er, PE
Vice Presidemt
CHD/ah
e=W07080801,aoo
:
255 Green Meadows T3rive South Mailing Address: PO. Sox 370
Westervillc, Ohio 43081 Powell, Ohio 43065
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: VITDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant-SIYNLAC..Ker CQr15krUc+-On Company:
Site: b a C7 `"r' _Jbp\I i qg'?'L_'?'?
(Provide Detail Plot Plan of Lot) '
Lot No: I sD C) Applicatian No: 07'2D655 ?ut?#irri?idn:? Ui r -A eA c(,-,
? No Violations/Inspection Appraved
? 1. Clean Curb & Gutter
`
(Ord. 28-98, Sec. 97.38)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
GI Violations/DiSapproved ? Approved For Conditional Occupancy
?10. Adjust Manhoie to grade (Sanitary/Storm)
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
? 5. Erosion Control/Sod or Seed
(Ord. 40-98, Sec. 53.090 (G))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged Sidewalk/Bikepath
(Ord. 35-74, Sec. 51.04)
Comments:
U11. Rebuild Manhoie Throat (Sanitary/Storm)
(Qrd. 59-74, Sec. 51.04)
?12. Improper Gratfing
(Ord. 7-75, Sec. 150.040)
?13. Glean Stree#lClean Sidewalk
(Qrd. 7-75, Sec. 150.039(J))
(t).R.C. 723.011)
?14. Adjust Watch Valve to Grade
(Mainline/Fire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector: uate:
Re-Inspection: ? Approved ? Disapproved ? Conditional
Inspector:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
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??
Date )<New ? Remodel ? Residential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
Job Address Parcel No.
Subdivision/Project Name A /l? Lot No.
Owner's Name Telephone
Contractor's Name ??? Telephone
Contractor's Address C}ublin Registration Number
-?-Does the sewer discharge into an individua { se "ge disposal syi* m or sanitary seuver'?„
How far distant from any dwelling, well or cistem is the sewage tank?
What is the size of the main drain? :k?lv Of what ma#erials tlo #he vent pipes consist?
Of what material does the house drain consist?
*INDICATE NAME OF CERTIFIED BACKFLOW TESTER
This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the followingbasis:
WA7ER TANK REPLACEMENT FEE $35.00
RESIDENTIAL ' COMMERCIAL
Application for permit & first fixture ............................... $50.00 Application for permit & first fixture.............................. $60.00
Number of remaining fixtures X$10.00 =$ Number of remaining fixtures X$12.00 =$ -
Total Inspection Fee ..................................................... $ Total Inspection Fee ....................................................$ _
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qty.
AirAdmittance Valve 'Z
'Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains 1
n
Division of Building Standards
Garbage Disposal
Gas Water Heater
Electric Water Heater
I Kitchen Sink I 1 I
Lavatories
Mop Sinks
Outside Faucets
Roof Drains
Rough-in Openings for Future
??
Showers
Sterilizers
Sump Pump Trap Primer
Urinal
Wash Fountain
Washing Machine -f k
Water Closets
Water Lines
Water Storage Tank
Other
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 ..... 07-00200655 Date 8/03/07
Revision number . . . . . . . 2
Property Address ...... 8204 DAVINGTON DR
Parcel Number: 273-003872
Alternate Address: MUIRFIELD 30 #1500
Tenant nbr, name ...... SQ FT 8359
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . . Smucker Construction
Contractor . . . . . . . . . SMUCKER CONSTRUCTION
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 270.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 4/27/10
Qty Unit Charge Per Extension
BASE FEE 50.00
22.00 10.0000 EA RES PLUMBING >1 FIXTURE 220.00
----------------------------------------------------------------------------
Special Notes and Comments
Deviation in grade by 6" or more from master grading plan
requires approval letter from design engineer of
subdivision. Walk out is also not permitted by grading
plan!
Sideyard slope will be greater than 3:1.
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.
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
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
New trellis only.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 270.00 .00 .00 270.00
Plan Check Total .00 .00 .00 .00
Grand Total 270.00 .00 .00 270.00
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.
.. ...... . ..._._._...L_ _,__._ >........_. .. . . .. .. .. . .. . . ,. .......».... ._ .. .._.. __...? ? .??-.?..._._._.s_.._?_ _...__ a._. _...._ ..... .
r
Muirfield Design Control Committee
April 18, 2007
Mr. & Mrs. Roy Harness
8911 Glassford Ct. S.
Dublin, OH 43017
Re: Lot # 1540; 8204 Davington Drive, Muirfield Village
Dear Mr. & Mrs. HarnESS:
Thank you for supplying all the information needed to complete the review for this house plan.
You will have a lovely home when construction is finished.
T'he revised house plan stamped with the received date of April 18, 2007 is approved for
construction. Please note sheet Al-3 for the actual size and loca.tion of the dormer vents.
Landscape plans must be submitted for approval no later than six (6) months from the date of
this letter.
You are encouraged to use trash enclosures during construction, as you will be held responsible
for debris that escapes your construction site.
These plans are approved without a deck. Deck plans may be submitted separa.tely or as part of
the landscape plan. In either case, approval is required prior to construction.
No deviation from the approved plan will be allowed unless you have our approval in writing.
Sincerely,
I c )dieq, - -
Walter Zeier
Muirfield Design Control Committee
Muirfield Association Inc. • 8372 Muirfield Drive • Dublin, Ohio 43017
614/889-0922
FOR OFFICE USE ONLY
• -- I RESIDENTIAL SITE PLAN REVIEW
PERMIT #Q7' 00 (0 5(5 SUBDIVISION NAME M UIv?9 V 1164 (2, >-
BUILDER'S NAME 5VY1 V Gl? ? PHASE #-50 SECTION # LOT #
CONTACT PERSON CURRENT ZONING 9
TELEPHONE # ? PLAT RECORDED -7 ?
? NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER ?
? 25% EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering?Projections and/or Recesses
Parkland Conveyed or Park Fee Paid
Subdivision, Section and Lot Number Shown
Street Name and R/W Dimensions Shown
Scale and North Arrow Shown
Property Line Bearings and Distances Shown
Building Lines Shown and Dimensioned
All Easements Shown and Dimensioned
No Build/No Disturb Zones Shown and Dimensioned ,
Front Setback Confirmed or per Recorded Plat (Minimum, v)
c
Side Yards Verified (Minimum Comb MDBS )
Rear Yard Confirmed or per Recorded Plat (Minimum ?_)
Lot Frontage Confirmed or per Recorded Plat (Minimum )
Recorded Plat Information Verified by Vt,_ Date 4--o-'7
Building Footprint Shown and Dimensioned
Building Footprint Matches Plans Submitted (Include Reverse Layout)
Bay Windows, Cantilevered Portions of Buildings Shown
Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned
? Disapproved
Approved/NA ? Disapproved
Approved/NA
Approved/NA
Approved/NA
pproved/NA
Approved/NA
Aopproved/NA
'114pproved/NA
? Approved/NA
Approved/NA
WAPK oved/NA
A
Kpproved/NA
? Disapproved
0 Disapproved
? Disapproved
0 Disapproved
0 Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
?
d
?
C
?
?
S
?
1
C
\
. ? ApprovedQ 0 Disapproved
' ? ApprovedlNA ?Disapproved
Air Conditioning Units Shown ?+l
Accessory Structures Shown and Dimensioned ?
Fence, Wall or Satellite Dish Shown (Separate Permit Required) ?
No Encroachments Shown
Driveway Shown and Dimensioned per Code Section 153.210
Sidewalks Required ?)o Shown Oo
Tree Protection Required Shown --Y-`t`
Street Trees Required Shown
Approved/NA ? Disapproved
Approve ? Disapproved
Approve ? Disapproved
Approved/NA ? Disapproved
pro ed/NA ? Disapproved
proved/NA ? Disapproved
?pproved/NA ? Disapproved
Approved/NA 0 Disapproved
Minimum Caliper 2'/z-Inch ? Approved/NA
3ss on All Street Fro ges Shown
Greater - Minimum 3 Yard rees Required ?A?vved/NA
ro ge - Mi ' m d Trees Required ? Approved/NA
Minimum Caliper 2'/z-Inch ? Approved/NA
Distance From Side Property Line Minimum 7 Foot
Located Within the Minimum Front Setback
Proposed Species Listed on Approved Street Trees List
\ .\.
'J
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA 0 Disapproved
Chimney - Cantilevered or Shed-Type Prohibited
ChiWey S$own with Foundation
Chimney Extends Beyond the Eave Line
Required Material - Brick _ Stone Stucco
Foundation Material - Two Materials Maaimum
Brick Stone
Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements)
OR Street-Facing Ga e Requirements -(IF Less than 60° to the Front Property Line)
Door Onenine Maximum idth Sizes
Any One Garage Door
Combined Garage Doc
Any Garage Door - M;
; - Maximum 18 Feet
igs - Maximum 26 Feet
Height 9 Feet
of
Approve A ? Disapproved
Approve A ? Disapproved
Approve A ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA 0 Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
(A Detached Street-Filing ng Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations)
Door Opening To Two or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved
Door Opening T?taling Three Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved
Garage Door O? ening Totaling Two or Less Car Widths - Maximum 12 Feet ? Approved/NA ? Disapproved
Garage Door + ning Totaling Three Car Widths - Magimum 10 Feet ? Approved/NA ? Disapproved
Required Proje? ion Between Doors - Minimum 16 Inches ? Approved/NA ? Disapproved
Garage Door M terial - Particle Board or Masonite Prohibited ? Approved/NA ? Disapproved
Garage Door Col?r - Low-Contrast - Same or Similar to Primary House Color
\ ? Approved/NA 0 Disapproved
Garage Door Trim Color - To Match Doors or Primary House Trim Color pproved/NA
U ? Disapproved
Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12 pproved/NA ? Disapproved
Roof Material - Life Expectancy Minimum 25-Year Approved/NA ? Disapproved
Metal Slate Tile Wood 0 Approved/NA ? Disapproved
Asphalt Shingles Required to be "True" Dimensional Shingles YAI)proved/NA ? Disapproved
Minimum Weight 240 Lbs/Square pproved/NA ? Disapproved
Exposure Length - Maximum 55s-Inch proved/NA ? Disapproved
Color - ? Approved/NA ? Disapproved
Water Table -
Water Table - Above Grade 24 Inches ? Approve A ? Disapproved
Water Table - On Front Elevation ? Approve ? Disapproved
Exterior Finish Building Materials -(**See Additional Requirements for Predominately Vinyl Exterior - pg. 3)
Building Materials - Life Expectancy Minimum 30-Year ? Approved/NA ? Disapproved
Three Materials Maximum per Major Facade ? Approved/NA ? Disapproved
Brick Cultured Stone Fibrous Cement Glass Block Stone Stu cco Vinyl** Wood Board
Exterior Material Changes -
Inside Corner OR Minimum 2-Foot Wrap Outside Corner ? Approv A ? Disapproved
IF Side Gable - Quoins OR Minimum 3'/Z-Inch Wide Corner Trim Boards ? Approve ? Disapproved
2
WindqLws - Trim OR Shutters Required
Trim
Minimum Width 3 %2-Inch OR
Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR
Lintels and Sills (Stone Exterior)
OR
Shutters
Shutters Required - Full Height and One-Half the Width of a Single Window OR
Full Height and One-Fourth the Width of a Double Window
BUILDING PERMIT
Four-Sided Architecture
Two Design-Elements Required on Each Elevation AND Approved/NA ? Disapproved
Each Street-Facing Elevation Requires Three Design-Elements A provedlNA 0 Disapproved
(Comer and Through Lots Have More Than One Street-Facing Elevation)
Desijzn Elements:
A Minimum 17 Square-Foot Door
A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run)
A Chimney (Cantilevered or Shed-Type Prohibited)
A Minimum 4 Square-Foot Decorative Gable Vent
A Water Table (24 Inches from Grade)
A Similar Significant Permanent Architectural Feature
At Least One Design-Element in Each Vertical Half, AND ? Approved/NA ? Disapproved
At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND ? Approved/NA ? Disapproved
At Least One Design-Element 9 Feet Above First Floor. ? Approved/NA 0 Disapproved
(Required if Wall Area is Greater Than 24-Feet Wide and 9 Feet High)
Housing Diversity - Model Name
COMMENTS:
pproved/NA ? Disapproved
? Approved/NA ? Disapproved
Approved KDisapproved
., . n1
REVIEWED BY V(2---- DATE
T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (Rev. February 27, 2004)
4
PLAN REVIEW
CI'Iti'OFDLBLIN DISAPPROVAL NOTICE
Division of Planning
5S00 Shier Rings Road
Dublin, Ohio 43 0 1 7-2 1 82
Phone: (614) 410-4600
Fax: (614) 718-4346
PERMIT# DATE
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PLANS EXAMINER
P:\DPRC\Forms\PLAN REVIEW-Planning.doc
?l ex?Poser::> -e>E7 c?
(,cDt -r'4 I/1'1 A 5? e-`f h ? Ee-
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REScheck Software Version 4.0.0
Compliance Certificate
Project Title: Harness Dwelling
Report Date: 10/26/07
Data filename: C:\Program Files\Check\REScheck\HARNESS.rck
Energy Code: 2003 IECC
Location: Dublin (Franklin), Ohio
Construction Type: Single Family
Glazing Area Percentage: 8%
Heating Degree Days: 5719
Construction Site:
8204 Davington Dr.
Dublin, OH
Owner/Agent:
Roy & Susie Harness
8911 Glassford Ct.
Dublin, OH 43017
614 873-5519
RECEIVED
UCT 2 6 2007
E3UILD1 G DIVISION
CITY ?F DUBLIN
APPROV?D
R,:-b J 01"26/0 a
D es ig ner/Contractor:
Ralph Smucker
Smucker Construction
154 North Chillicothe Street
Plain City, OH 43064
614-873-3423
smucker-construction@rrohio.com
Ceiling 1: Raised or Energy Truss: 2940 38.0 38.0 38
Wall 1: Wood Frame, 16" o.c.: 4197 13.0 0.0 309
Window 1: Wood Frame:Double Pane with Low-E: 353 0.350 124
Door 1: Solid: 20 0.320 6
Door 2: Glass: 53 0.350 19
Wall 3: Solid Concrete or Masonry:No Insulation: 756 252
Basement Wall 1: Solid Concrete or Masonry: 1719 0.0 5.0 150
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 8.0'
Floor 1: Slab-On-Grade:Unheated: 320 10.0 245
Insulation depth: 2.0'
Fumace 1: Forced Hot Air: 90 AFUE
Air Conditioner 1: Electric Central Air. 13 SEER
Fumace 2: Forced Hot Air: 90 AFUE
Air Conditioner 2: Electric Central Air: 13 SEER
Compliance Statement: The proposed ' ing design described here is consistent with the buildi an specifications, and other
calculations submi with the per, a ication. The proposed building has n designed t eet t 2003 IECC requirements in
REScheckV 4.0.0 to c with the mandato uirements I' ed the ESche In ction Chec ' t.
f
Na e- Title Si nature Dat
Harness Dwelling Page 1 of 4
CNJ(
Date: 10/26/07
REScheck Software Version 4.0.0
Inspection Checklist
Ceilings:
? Ceiling 1: Raised or Energy Truss, R-38.0 cavity + R-38.0 continuous insulation
Comments:
Insulation must achieve full height over the plate lines of exterior walls.
Above-Grade Walls:
? Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation
Comments:
? Wall 3: Solid Concrete or Masonry:No Insulation, R-0 (uninsulated)
Comments:
Basement Walls:
? Basement Wall 1: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 8.0' insul, R-5.0 continuous insulation
Comments:
Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and
extends at least 6 in. below grade.
Windows:
? Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
? Door 1: Solid, U-factor: 0.320
Comments:
? Door 2: Glass, U-factor: 0.350
Comments:
Floors:
? Floor 1: Slab-On-Grade:Unheated, 2.0' insulation depth, R-10.0 continuous insulation
Comments:
Slab insulation extends down from the top of the slab to at least 2.0 ft. OR down to at least the bottom of the slab then horizontally for
a total distance of 2.0 ft.
Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and
extends at least 6 in. below grade.
Heating and Cooling Equipment:
? Fumace 1: Forced Hot Air: 90 AFUE or higher
Make and Model Number:
? Air Conditioner 1: Electric Central Air: 13 SEER or higher
Make and Model Number:
? Fumace 2: Forced Hot Air: 90 AFUE or higher
Make and Model Number:
? Air Conditioner 2: Electric Central Air: 13 SEER or higher
Harness Dwelling Page 2 of 4
Make and Model Number:
Air Leakage:
? Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
? Recessed lights are 1) Type IC rated, or 2) instatled inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation.
Skylights:
? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.
Vapor Retarder:
Li Installed on the wartn-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
Lj Materials and equipment are installed in accordance with the manufacturers installation instructions.
Lj Materials and equipment are identified so that compliance can be determined.
Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
? Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
? Insulation is installed according to manufacturer's instructions, in substantial contact with the surtace being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
Lj Supply ducts in unconditioned attics or outside the building are insulated to R-8.
o Return ducts in unconditioned attics or outside the building are insulated to R-4.
Ll Supply ducts in unconditioned spaces are insulated to R-8.
Li Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in
basements.
Li Where exterior walls are used as plenums, the wall is insulated to R-8.
Duct Construction:
0 Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened.
Lj All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181A or UL 181B.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
Lj The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
13 Thertnostats exist 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 is provided.
Service Water Heating:
Li Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
Li Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
Li Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
r-i All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Harness Dwelling Page 3 of 4
Table 1: Minimum Insu/ation Thickness for Circu/ating Hot Water Pipes
Insulation Thickness in Inches bv Piae Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water
° Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Temperature (
F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insu/ation Thickness for HVAC Pipes
Insulation Thickness in Inches by Pipe Sizes
Fluid Temp
.
Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 106-200 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 and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD: (Building Department Use Only)
Harness Dwelling Page 4 of 4
-7 --2G?CsS
CNJ(
REScheck Software Version 4.0.0
Compliance Certificate
Project Title: Harness Dwelling
Report Date: 05/25/07
Data filen8me: C:\Program Files\Check\REScheck\HARNESS.rck
Energy Code: 2003 IECC
Location: Dublin (Franklin), Ohio
Construction Type: Single Family
Glazing Area Percentage: 10%
Heating Degree Days: 5719
Construction Site:
8204 Davington Dr.
Dublin, OH
Owner/Agent:
Roy & Susie Harness
8911 Glassford Ct.
Dublin, OH 43017
614 873-5519
Des igner/Contractor:
Ralph Smucker
Smucker Construction
154 North Chillicothe Street
Plain Ciry, OH 43064
614-873-3423
smucker-ponstruction@rrohio.com
Ceiling 1: Raised or Energy Truss: 2940 38.0 0.0 74
Wall 1: Wood Frame, 16" o.c.: 4197 13.0 0.0 309
Window 1: Wood Frame:Double Pane with Low-E: 353 0.350 124
Door 1: Solid: 20 0.320 6
Door 2: Glass: 53 0.350 19
Basement Wall 1: Solid Concrete or Masonry: 2475 0.0 5.0 215
Wall height: 9.0'
Depth below grade: 8.0'
Insulation depth: 8.0'
Fumace 1: Forced Hot Air: 90 AFUE
Air Conditioner 1: Electric Central Air: 13 SEER
Fumace 2: Forced Hot Air: 90 AFUE
Air Conditioner 2: Electric Central Air: 13 SEER
Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in
REScheck Version 4.0.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - itle Sig ure Date
Harness Dwelling Page 1 of 4
I Compliance Passes "1?,xr 1 1, uA914 Yo,.r Huc-e UA747 > 18.3% Better Than Code (UA)
CNJ(
Date: 05/25/07
REScheck Software Version 4.0.0
Inspection Checklist
Ceilings:
? Ceiling 1: Raised or Energy Truss, R-38.0 cavity insulation
Comments:
Insulation must achieve full height over the plate lines of exterior walls.
Above-Grade Walis:
? Wall 1: Wood Frame, 16" o.c., R-13.0 cavity insulation
Comments:
Basement Walls:
? Basement Wall 1: Solid Concrete or Masonry, 9.0' ht / 8.0' bg / 8.0' insul, R-5.0 continuous insulation
CnmmPnTc•
Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and
extends at least 6 in. below grade.
Windows:
' ? Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.350
For windows without labeled U-factors, describe features:
" #Panes Frame Type Thermal Break? Yes No
?
Comments:
Doors:
_ ? Door 1: Solid, U-factor: 0.320
Comments:
? Door 2: Glass, U-factor: 0.350
Comments:
Heating and Cooling Equipment:
? Fumace 1: Forced Hot Air: 90 AFUE or higher
Make and Model Number:
? Air Conditioner 1: Electric Central Air: 13 SEER or higher
Make and Model Number:
? Fumace 2: Forced Hot Air: 90 AFUE or higher
Make and Model Number:
? Air Conditioner 2: Electric Central Air: 13 SEER or higher
Make and Model Number:
Air Leakage:
Lj Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
Lj Recessed lights are 1) Type IC rated, or 2) instalied inside an appropriate air-tight assembly with a 0.5" clearance from
combustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation.
skyii9nts:
ci Minimum insulation requirement for skylight shaks equal to or greater than 12 inches is R-19.
Vapor Retarder:
Harness Dwelling Page 2 of 4
Fl Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
Lj Materials and equipment are installed in accordance with the manufacturers installation instructions.
Ej Materials and equipment are identified so that compliance can be determined.
? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided.
? Insuiation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or specifications.
? Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a
manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
? Supply ducts in unconditioned attics or outside the building are insulated to R-8.
? Return ducts in unconditioned attics or outside the building are insulated to R-4.
? Supply ducts in unconditioned spaces are insulated to R-S.
? Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in
basements.
Li Where exterior walls are used as plenums, the wall is insulated to R-8.
Duct Construction:
F-I Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened.
Lj All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric,
or tapes. Tapes and mastics are rated UL 181 A or UL 181 B.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
? The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
cl Thermostats exist 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 is provided.
Service Water Heating:
cl Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat
trap or is part of a circulating system.
Li Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
Lj Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
Li All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable
sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
Lj HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Harness Dwelling Page 3 of 4
Table 1: Minimum /nsu/ation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
Temperature (°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insu/ation Thickness for HVAC Pipes
Insulation Thickness in Inches by Pipe Sizes
Fluid Temp
.
Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
Heating Systems
Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 106-200 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 and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD: (Building Department Use Only)
Harness Dwelling Pa9e 4 of 4
?'age 1 Residential Heat Loss and Heat Gain Calculation
--------
Ir accordance with ACCA Manual J 3??2?/20;?;
Calculakion valid only with Mission Mechanical installatio;
Report Prepared By:
Mission Mlechanical
Bryan Crayc;raft
, F°r° Smucker Constructian
154 N. Chullicothe St
Harness Residence
Marysville, C>hio
_ ------
Design Conditions: Columbus
Indoor.
Summer temperature: 74 ?putdoor:
Winter ternperature: 72 'Summer temperature: 95
Relative humidity: 50 'Ninter temperature:
Summer grains af nioisture: 10p
Daily temperature range:
----
F3uBlding Compor?ent
--
--------- -
H,q?,
-
-------
Sensible Latent
7??Dtal
Gain
Gain Heat Gain
--- (BTUH) (BTUH)
-------
- Taiap
Heat Loss
(BTIJH)
---
?11hole House
' 6,806.8 sq.ft
---
-- (BTlJH)
.
- 50,564
-------------_-_
--
Basement
--- --- '12,810 63,374
23
799
- Basement 2 5,952 1,504 ?,??55
,583 sq.ft. 5
952 ,
2
26,053
,
Infiltration 1,504 7;456
5 26,053
1,504 2,849
Ti htness: ??v WinterACH: .;' ; SummerACH: 4
g g?'
8
068
F1oar 2,583 sq.ft. ,
- Basement ftoor, 2' or more below grade; Cancrete; Not applicabl
o
2. ;??
e
E Wall Befowi-or 567 sq.ft
.
- Block or brick, extends over 5' below grade; None; 8 or 12 in
E3lo
k O
1.551
.
c
N Wall BelowGr 367 sq.ft
.
- 81ock or bricl?, extends over 5' below grade; None; 8 or 12 in
Block o M
2,299
.
Windouv 2 sq.ft.
- Double pa?ne; Wood frame; Clear glass 4? ? -
- No inside shading; Coating: None (clear glass); No outside sl?adin
!/V W
lf
g.
a
BelowG )r 501 sq.ft
.
- Block or brick, extends over 5' beiow grade; None; 8 or 12 in
(;
Blo
k 0
?j. ? 38
.
c
Window 30 sq.ft.
- - Double pane; Wood frame; Clear glass ??17? 0
i % 2
<?
, ?; ,
- No inside shading; Coating: None (clear glass); No outside shadin
Gl
g.
assdoor 36 sq.ft.
2,311 p
- French doors; Double
a
V
p
ne;
Jood or vinyl frame; Low emittance
- No inside ;;hading; Coati 086
ng: None (clear glass); No outside sriading.
- .9 Wall BelowGr
367 sq.ft.
- Block or brick, extends over 5' be?low grad
N
O
'
G
J
?
e;
one; 8 or 12 in. Blcack G
.
Page 2
Smucker Construction
8uilding Comppnent 3 %2 2/20 C?7
Sensible Latent
Td?taB
'
Gain
Gain
(BTUH) (BTUH) ?
flt?a?
?leait Gain
Heat Losd
-
- -----
--- ---- - - (13
ru?)
?BTUH,
Window 2 sq. ft. _ _ _
r
- Double pane; Wood frame; C;lear glass 77
.?-.
- No inside shading; Coating: None (ciear giass)
N j`
o outsidF shading
First Floor
;
Home workoLat ?4'?79
280 sq.ft 9,097
4 E:3,47F, 78
042
Infiltration 4'911 1,197 .
i
1(18
- Tightness: Avg,; Winter ACH ,7 ; 864 967
Summer ACH:
4 ,
1
1 9,067
1 83' v
186
.
People 1 .
Floor 300 230
280 sq.fr.
- Over conclitioned space 0 0 ?
r?
E Wall BelovvGr 135 sq.ft.
- Block or brick, extends over 5' bElow grade; None; 8 or 12 in. Block Q
Window V
45 sq.ft.
- Double piane; Wood frame; ?;,lear giass ? 258
p
-
- No inside shading; Coating: Nane (ciear glass)
N f rR,
;
o outside shading.
N Wall 126
sq.ft.
0
- Wood framE?, with sheathing, sdding or brick; I?-13 98
i '
98 ,'
?
4 in.; non,?
Ceiling 280 sq.ft ?
4
.
- Underventidated attic; R-38 (10 inch); Dark 2?? o
?u?
`:ntry Foyer
72 sq.ft ?`?
. 1,671
lnfilfiration 645
2 316
- Tic?htness? Asvg.; Winter ACH: . i' ; Summer ACy. ?4
? 6 845 f4 622
i .2."_>.?i ?
45
?3
loCr 72 sq.ft.
- Over conditioned space p ? .
:
F
IE Wall 24 sq.ft.
- Waod frame
with sheathi
38 Q j
,
ng, siciing or brick; R-- 13
4 in.; none
Window
J?.S ?
'''?
12 sq.ft. 869
- Uouble pzine; Wood frame; Clear glass ?
?(,-c'
4 7
1;
- No inside Shading; Coating: None (clear glass); No outside shadin
D 4
,
g.
oor 18 sq.ft.
- ?Nood; Solid; Metai storm 113 ?
? i
Ceiling 72 s ft.
- Under ventilal:ed attic; R-38 (10 irich)
Dark 7? ? .
;
Dining Room 168 sq
ft
.
. infiitration '??'?5 ?1, ?105
- Tightness: Avg.; '??? 645
Winter ACH: .7 ; Summer ACH:
4 ?-
1458
.
People 2
600 460
I=foor 168 sq.ft.
- Over condition2d space ? ?
E Wall 78 sq.ft. - 4JVood frame
with sheathi
?? ?
,
ng, siding or brick; q-13
4 ;n.; nUne
`v'Vindow
30 sq.ft.
> 112
r
`'?:3e 3
5rnucker Construction
Building Component
Sensible Laten±
Ga1n Gain
(BTUH) (BTUH)
- Double pane; Wood frame; Ciear glass
- No inside shading; Coating: IVone (clear glass); No outside shading.
Ceiling 168 sq.f`.
- Under ventitated attic; R-38 (1O inch); I?ark ? 7?
;l1ud Hall V
infiftration 198 sq.fl. R6$ 387
- Tightness: ,qvg.; WinterACH: .? ? 346 387
, Summer ACH: .4
!=foor 198 sq.ft.
- Over conditioned space 0 ?
E Wall 180 sq.ft
- Wood framF), with sheathing, siciing or brick; I?-13 ?2 ? ? '
C)oor T ?n.; .ron?,?
18 sq.ft 113
- Wood; So?lid; Metal storm 0
S Wall 81 sq.ft 127 n
- iNood frame?, with sheathing, siding or brick; R-1 3 4 in.; nonE:
:31aircase 48 sq.ft.
Infiltration ?2? C
-Tightness: A,v9.; Winter ACH:.7 ; Summer,4C[- .?a ? a
Floor 48 sq.ft. 0
11 Over conditioned space 0
S Wall 144 sq.ft.
-`?/Vood frame, with sheathing, sicling or brick; R-13264 in.; none 0
N:itc;hen 208 sq.ft.
?,200 0
?nfiltration
Tightness: Av9.; Winter ACH: .7 ; Summer A,CF{: .4 ? 0
f?iiscellaneous
_ ",;?0p 0
-ioor, 208 sq.ft. 0
- C)ver conditicined space ?
`-aundry 110 s ft.
?.-if3ltration a? `'88? ,322
- i ightness: A?? „ `??? 32?2
9.; WinterACH: .7 ; ,'ummerAGH: .4
` `,,)Or 110.5 sq.ft.
<Jver conditic?ned space ? `
=r +1Vall 117 sq.ft.
'?ftirood frame, with sheathing, siding or brick; R-1'??3 ^
s? VVall 4 in.; nane
76.5 sq.ft.
i!t ? j? ,,
- load frame, with sheathing, siding or brick; R-13 4 in.; none v
',;i! GNa11 61:5 sq.ft. 9c, ?
'l`k%QOd frame, with sheathing, siding or brick; R-13 4 in.; none ?
d`Jindow 15 sq.ft.
-Double pane; Wood frame; Clear glass '086 "
No inside shading; Coating: Ncme (clear giass); No outside shading.
".
i?eaf Gain ?ieat Loss
`B7'UHj (sl'UHI
'
e, ,?
?C)
i
.._.=_'C 9
f i.???C?
'?- ? ?:
°age 4
Smucker Constructior
,
Buiiding Component
3?22?2?O?i
Sensible Latent
otai
??
Gain
Gain
(BTUH)
----- -
- ---- Totai
H?a? ?Gain 14eat Loss
- - ----
(B U
--
H
)
_ (el UH)
(BTUH),
Ceiling
1
f
- Under venl:ilated attic;
R 38 (1
?
0 inch); Dark ? 1?
'? 14
Back door entry 110 s ft
a ???
.
2,036 709
Infiltration
2
745
634
- Tightness: Avg.; Winter ACH: .7 ; Summer ACH
709 ,
5,347
: .4
Floor
110 sq.fi1:. ? ?G?
0
- Over conditioned space 0
.
W VI/all 57 sq.ft.
'
- W
ood frame, with sheathing, siding or brick
R-13 89 0
?9
4 in.; none
;
Window 15 sq.ft 3??
.
- Double pane; Wood frame; Clear glass ??086 ?
CJ86
- No inside shading; Coating: None (clear glass); No outside shadi
Doo 5Q?
ng.
r 18 sq.ft
113 - Wood; S+?lid; Metai storm u
Ceiling 110 sq.ft ???
4 9 tj
.
- Under ventifated attic; R-38 (10 inch); Dark 114 ?
? ?`?
t3reakfast 156 sq.ft 2C'?
.
lnfiltration 4,835 1,427
6
262
- Tightness: P,vg.; Winter ACH: . i: Summer ACH; ?q4 967 ,
7
,386
?:3'i 5
1R6
People Z .
Floor 600 460
156 sq.ft.
- Over conditi?ined space ? ? 1
W Wall 72 sq.ft "
.
- V1/ood frame, with sheathing, sio!ing or brick; R-13134 in
?
???
.; none
VI/indow 45 sq
ft
.
.
- Uouble pane; Wood frame; Clear glass 3'258
?
- No inside shading; Coating: None (clear glass)
N
;
o outside shading.
Ureat Room 621
sq.ft.
Infiitration 6,867 1,878
- Tightness: A?r "1,268 1,?.18
g.; Winter ACH: J; 5ummer ACH:
4 26,086
``, 6?'? 7
60?
,
'eople 2 ,
?=ireplace ?00 46?
- Average - glass doors
dam
Q Q
,
per
±=!oor ^ i 5,049
621 sq.ft.
Over conditioned space G fl
":`4- 1Nall 141 sq
ft L y
.
.
Wood frame, with sheathing, sidi??g or brick; R-13 ?14 in
p
.; none
Window 66 sq.ft
.
- Double pane; Wood frame; ClE?ar glass ??77? Q
?.?li1 ?
?`i?
- No inside shading; Coating: None (clear glass)
N ,
;
o outside shading.
lViaster Suite 288 sq
ft
.
.
i;?filtration 5'`?47 ?f,4L7
/Li
? - i?
i ?i ?
??
967 ,
:?
1.? F,
Paye 5
Smucker Construction
Buifding Component 3!Z2/200 r
Sensible Latent
'fotai '
Gain
(BTUH) tsatai
Gain €?eat 'Gain Heat Loss
--
-
TUH) (Bl'UH) (BTUH?
- Tightness: Avg.; Winter ACH: .7; Summer ACH:
4
.
People 2
Floor 600
288 sq.ff. 460 ? 060
r'
- Over conditioned space ? ?
'
W Wall 99 sq.fi:
- Wood frame, with sheathing, siding or brick; FZ-135? 0
?• 7C
!? ?'? `
4 in.; none
Window 45 sq
ft .
.
.
- Double ?:?ane; Wood frame; Clear glass ??2?8
U '?? ?s8 ?
?
??
- No inside shading; Coating: None (clear glass); No outside s
S W .
,
hadin
all 54 sq.ft.
- Wood framf,, with sheathing, siding or brick; R-1 $?
3 4 in
; none g.
p ??
.
N VI/all
54 sq.ft 85
- Wood frames, with sheathing, siding or brick; R-13
4 in.; non,a
Ceiling 288 s ft
.
- Under ventilated attic; R-38 (10 inch); Dark 30Q
? '2i?rlJ
Master Walk in 72 sq.ft
.
329
Infiltration
Q ,?„?
??.,,
- Tightness: Rv9.; Winter ACH: .7' ; Summer ACH- .4 ? o .°
.
Floar 72 sq.ft. 0
- Over conditioned space 0 ,
N Wall 108 sq.ft. 169
- Wood frame, with sheathing, sicling or brick; R-13 4 in 0
.; none
W V1/all 54 sq.ft. 85
- ONood frame, with sheathing, siding or brick; R-13 4 in.; none
:
0 3-
Ceiling 72 sq.ft.
75
Under ventil?ated attic; R-38 (10 nch); Dark 0 --`'
y
M?ster Bath 264 sq.ft. 4,44
infiltration ? ?
- Tightness: Avy.; Winter ACH: .7 ; Summer ACH: .4 ? ? "
'T Ioor 264 sq.ft.
CivFr conditioned space v ?
iv iNall 108 sq.ft. 1?? ,c
- V1/ood frame, with sheathing, siding or brick; R-13 4 in.; none
v )%
? ??
eiling 264 sq.ft. 275
Jnder ventitated attic; R-38 (10 inch); Dark 0 7 L1
HaIl Bath 168 sq.ft. ? ? 3
,?nfiltration ? ' ' =? ,.-? ??
'
- Tightness: Avg.; Winter ACH: .7 ; Summer ACN: .? ? ?
r-''°or 168 sq.ft.
?
- ????er conditione?d space ? -
N 1ik/all 72 sq.ft.
''Vood framP, with sheathing, siding or brick; R-1 3 4 i p
?? ?'?'
n.: none
?'age 6
Smur,ker Construction
Bualding Component '?"2?z?? `?
Sensible Latent
3"ot??
Gain
(BTUH) Gain
Heat ?3ain d ota&
IHeat Loss
(BTUFI)
--------- (BTUH) gBTUbi)
-- -
Se cond Floor
9onus Room 10'232 2,208
143 sq.fl; +2 .44()
19
705
. 588
Infiltration 0 ,
Tightness: ,qv9.; Winter ACH: .7 ; Summer A(?H:
-
4 ?
.
Floor 143 sq.ft
- Over conditioned space ? u
E Wall 104 sq.ft. 163 ,
0
- Wood frame, with sheathing, siding or brick; F?-134 in 6 3
F;c„c;
.; none
N Wall 88 sq
ft
.
0
- Wood fram??, with sheathing, siding or brick; R-13384 in
; 3 8
i:i rn -
.; norne
S Wall 88 sq
ft
.
0
- Wood fram??, with sheathing, siding or brick; R-13384 in
?c:?
.; nonfa
Ceiling 143 s ft
.
- Under ventilated attic; R-38 (10 inch); Dark ??? ?
?G?
HalI 184 sq.ft.
898
0
fnfiltration 8-i8 „
2
648
- Tightness: A,v9.; Winter ACH: . i; Summer ACE-:
4 ? ?
i ? ,
,
,
Hoor 184 sq.ft.
?
- Ov?er conditianed space
0
E WaII 368 sq.ft.
- Wood frame, with sheathin
i
ii
?
77
?'?
g, s
c
ng or brick; R-13
4 in.; none
S Wall ?,1?n
32 sq.ft.
- Wood frame, with sheathing, siding or brick; R-13 5a
J
1???
?E
?
4 in.; none
Ceiling 184 s ft
.
- Under ventilal:ed attic; R-38 (10 iric;h); Dark ??? ?
? 4 ?i
Staircase/Hall
119 sq.ft
.
e nfiltration 406 0 4
r-?6
?
260
- 1"ightness: Avq.; 0 0
Winter ACH: .7 ; Summer ACt-I: .4 ,-, .
iaor 119 sq.ft.
?
- ?7ver conditioned space
?
S Wall 116 sq.ft. ?82
-1Nood frame, with sheathin
sidi
? ,.
???
g,
ng or brick; R-13 4 in.; none
"V Wa I 1 ??6i;
64 sq.ft.
0
-?Nood frame, with sheathing, siding or brick; R-13 00
f _
.
3?v
4 in.; none
z:;eiling 119 s ft
?
.
- P1nd2rventilai:ed attic; R-38 (10 inch); Dark
?}? ?
; t.
!!'.i
bz(iroom 1 154 sq.ft.
2
124
.
552
?:ifiltration ,? _
?-.?.rf;
3 ;-
- iightness: Avtg.; ??? 3Z2
Winter ACH: .7 ; Summer ACN:
4
.
t='eopie 1
s-;:?c) r 154 sq.ft. 30() ?Z30 :?
?
Jv er conditioned space
?yage 7
Smucker Construction
Building Component
Sensible Latent
°r?'ta?
Gain
Gain
?BTUHj
?iea1 Gain Tota!
Heat Loss
(BTUH)
--
-
-- --- (1311'l1H)
BTUH)
S VVall 112 sq.i't. 17
- Wood frame, with sheathing, . ?;i ? ?
ding or brick; R-13 ' 7€:
?'4?
4 in.; none
W Wali 73 sq.ft
1
.
14 n
- VVood framie, with sheathing, siding or brick; ?2-13 ?J
4 in
; none
,?>??
.
4/1/indow 15 sq.fr. 1
086
,
- Double pane; Wood frame; Ctear giass 0
- No inside shading; Coating: None (clear glass); No outsidP shadin
g.
Ceiling 154 sq.fi. 160
- Under ventilated attic; R-38 (10 inch); Dark 0 feo 288
t3edroom 9/batYi 106 sq
ft
.
_ 110 Infiltration ?
0
- Tightness: ikvg.; Winter ACH: .7 ; Summer AGH:
4 0
u
.
Floor 106.3 sq.ft u
- Ower conditGoned space 0 ?-
(:;eiling 106 sq.ft.
- Urder ventilated attic; R-38 (10 inch); Dark 0
Hedroom 2 154 sq.ft. 1
948
,
552
infiltration ,_ 5?a?? „
,?,?
' „"`
'"
288
- Tightness: A,vg.; Winter ACH: .7 ; Summer ACH: .4 322
S1 C? '
?
"729
People 1
300
s=loor 230
154 sq
ft
:,;.si?
.
. Q 0
- Over conditicmed space
?A/ Wall 73 sq.ft. 114
'
-
?/Vood frame, with sheathing, siding or brick; R-13 4 in.; nonp ? ?"
VVindow 15 sq.ft. ?i
086
,
- Uouble pane; Wood frame; Clear glass ?
"a?
- No inside :shading; Coating: N!one (clear glass); No outside sl,iading
'-
.
eiling 154 sq.ft. 160
4
- Underventilated attic; R-38 (10 inch); Dark ?f.
??P,
Beczroorn 2/Walkin 80 sq.ft. ?
?
rfiltration
4 ? - ? ? L:!
1 i igritness: Av9.; Winter ACH: .7 ; Summer ACH: .4 ? ? '
?-,oor 80 sq.ft. 0
- Uver conditio?ned space ? ,-
:eiling 80 sq.ft. 83
- (Jnder ventilai:ed attic; R-38 (10 inr,h); Dark C)
Be("ropm 3 154 Sq.ft. p
+a?
V ?52
'rfiltration U
l) J'
.?%
Q
s ightness: Av+?. Winter ACH: .7 ; Summer ACH: ?q 8 ???? .
r : 1 4
300 230
.
? +oor 154 sq.ft. ,?
?
`u+?rer cr?nditioned space
?
,Page 8
Smueker Construction
8uilding Component
Sensible Latent
Gain Gain
-------------- - (BTUH) (BTUH)
W Wali 73 sq.it
114
- Wood frarrie
with sheathi
? -- -
?
,
;i
ng, .
ding or brick; R-13 4 fn.; nG
Windovu ne
15 sq.fk.,
- Double pane; Wood frame; C;lear glass 1? Q86
0
- No inside shading; Coating: lUone (clear glass); No outside
C
Ali shadin
e
ng 154 sq.f1:.
- Underventilated attic; R-38 (1(; inch); Dark 160 g.
?
Bedroom 3M/alkin 80 sq.f!
.
Infiltration ?3
?
- Tightness:,?4v9. Winter ACH: . 7; Summe.r ACH:
;
4 ? "
.
rloor 80 sq.ft.
- Over conditioned space n
0
Ceiling 80 sq.ft
- Under venti!ated attic; R-38 (10 anch); Dark 83
"
Bedronm 4 154 sq.ft.
?
124
_,
?nfiltration 552
-Tic?htness: F?v9.; Winter ACH: .%; Summer ACH: ?48 322
Peopie 1
F=1oor 300
154 sq.ft 230
. 0
- Over conditic-ned space
?
i!V VVall 73 sq.ft.
- Wood frame, with sheathin
si
ii
14
0
g,
c
ng or brick; R-13
4 in.; none
W'indow
15 sq.ft. 1,086
- Double peine; Wood frame; Clear glass
n
- No inside shading; Coating: None (clear giass); No outside sh
N W adin
,ail 112 sq.ft. 1
- VVood frame
76
with sheathi g.
0
,
ng, siding or brick; R-13 4 in.; none
Ceiling
154 sq.ft. 160
- Under ventillted attic; R-38 (10 inch); Dark
u
bedroom 4 bath 132 sq.ft. 0 £
? -?f?ltr3tion ?
- i?ightness: Ati? ?
g.; Winter ACH: .7 ; Summer ACH: .4 0
710or 132 sq.ft. 0
- Jver conditioned space
Q
_ ----
Whmle House
'rnt?l
Heat Gain
(ISl!'UH)
1 14
; (18Ei
? `.; J
'.1
8:?
lE^>
3i22/2007
-rotat
Heat Loss
(BT(1H)
:i2
420
64 5
--
--
--_-__
6,806.8 sq_ft 50,564 ?
-12,?10 63 37,?
' 123,799
_
___--
----- - ---
NVA(_-.. ;alc Resideni:ial 4.0 ----- Y p?.
-- --
--
F#VAC Com ur.er ,
Systems Lfd.
I_oad calculations are estimates only actual leaas may vary due to w ea t her ano construction differo
.,nceg
?888 736- 110 `{
ResideM:ial Heat Loss and Heat Gain (:alculatiora
--- --- - 3/22/20,07
-- - -
9n accordance with ACCA Manual-J
Caiculation aaNd only with Mission Mechanical instailation
Report Prepared By:
Mission ME;chanica!
Bryan Craycraft
Smucker Construction
154 N. Chillicothe St
Harness Resi,jence
Marysville, Ohio
CFM Entered By Z.one
----
_-
om
--- ---
-- -
- - --
--
Cooling CFM Heatin
- ---- --
_-
CIFM
oth
asement FM:200 -
--
Basement
First Floor CFNI: 1,.400 200
Norrie workoGt
Entry Foyer 200
Dining Roorn 68
Mud Hall 148
i 4r
3:i ,..
;ataircase
Kitchen 49 ?
Lauridry 7 ;.
Back door entry
Z. 7 ;
Breakfast 8? ??? ;
?,.
197 ?;,,? Ic<:
Great Room
280
Master Suite 218
i'Aaster Walk iri ? 3 , ?
; J
?faster Bath 18
i-IaII 13ath 5
Seccmd Floor CFM: 600
8onu!s Room 34
,
-ia11 48 > .,
S'taircase/Ha11 24
Bedroom 1
125 .
Bedroom 1/bai:h 6
Bedroom 2 114
?3edraom 2/WaIkin 5
Bed room 3 14
'Liedroom 3/UVaIk:in 7
3edroom 4 125
Bedroom 4 bath
-- ------ -
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HWiC -Gaic Residential 4. 0 by HVAC Computer Systems Ltd. ;
,.;
Load calcuiations are estimates only. actual loads ma;i vary due ;o weather ard consrruct!on d ffere.•.;;e, r
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May 25, 2007
Dublin Building Department
RE - PERMIT #
Lot Lot # 1500, 8204 Davington Dr., Dublin, Ohio
Dear Sir: - Please note the following revisions -
Ralph E. Smucker
154 N. Chillicothe St.
Plain Ciry, Ohio 43064
614 873-3423
mob. 614 402-3749
1) Stair handrails to the basement will be installed @ 34" above the stair measured vertically from
the stair tread, with spindles located at a maximum of 4" o.c. The stair treads will be at least
10" deep, and the rise will not exceed 7'/4 inches per step. A minimum headroom of 6'8" will
be maintained.
2) Foundation will be per engineered plans of Shepherd Poured Walls. The footing pads will be
30" x 30" x 12" with 645 rebar.
3) Tempered glass will be used at master bath windows and at front door sidelights if applicable.
Tempered glass shall be used in all doors and sidelights per code.
4) Floor joist for each floor I joists per engineered plan @ 16"oc. unless noted otherwise with'/4 in
T&G flooring which will maintain a minimum live load of 40 # per sq. ft.
5) At least one egress window 3ft. x 5 ft. RO. will be installed in each bedroom not containing an
exterior door. Egress will be a min. of 5.7 sq. ft. per window.
6) The garage to house door will be a 2868 flush or six panel steel door to maintain the required
20-minute fire separation. All garage outlets will be GFI protected.
7) Smoke/fire detectors will be installed on each floor levels and in all bedrooms and outside
sleeping areas. A carbon dioxide detector will be located outside sleeping areas. Smoke/fire
detectors will be hardwired together with battery backup with Arc Fault protection. All
bedroom wiring will be Arc fault protected.
8) All hallways will be at least 3'0" wide, and the front door will be a steel 3068 door.
9) Basement floor will be 4" 6 bag concrete with no air over a waterproof inembrane and 4" gravel
fill. Garage floor will be 6 bag concrete with 6% air over 4" gravel fill
10) All bearing headers will be per plan or engineered. The garage door header will be 2-11 7/8
microlams or equivalent. Engineered drawings for all laminate beams will be provided at
framing inspection.
11) Wall line bracing will comply with 60.10.3 design criteria and with 60.10.5 design criteria and
all OSB bracing will be nailed per code 6023. All walls will be 2x4's @ 16" o.c.and exterior
walls will be sheathed with 7/16 sob subsiding and will comply with the above code.
a
A
12) Ice guard will be used on the lower eve edges of the roof and in all valleys.
13) The roofwill be trussed completely with 7/160SBsheathing and ply clips as required for a zone
2 or 4, exposure A, and installed on trusses with an engineered truss layout which will be on
site at inspection and will maintain a live roof load and snow load of 20 # per sq ft. and will
withstand a 80 MPH wind.
14) Ridge vents will be installed with 1300 sq in. of vent per this 1800 sq ft 2 story house.
15) 36" horizontal guard walls on second floor rail if applicable.
16) Garage fire separation is'/z in. drywall. 5/8in. where required. All interior fire blocking shall
be completed using drywall, 3/4 in. OSB, or 2 x 4 blocking per code requirements.
17) Brick Veneer on front of house with flashing over needed areas and weep holes per code if
needed in brick applications.
18) Design criteria shall include a minimum is` floor load of 50# per sq. ft, 2°d floor load of 40 #
sq. ft., and a roof load of 40# per sq. ft.
19) There shall be a 22 in. by 30 in. attic opening from the garage into the attic.
20) There will be a min. of 2 inches of slope from the back of the garage to the door opening.
21.) The gas line main will be'/4 in. with'/2 in. drops.
22.) A 3 ft. by 3 ft. landing will be installed at all exterior doors where required.
23.) PLAN REVIEW CORRECTIONS:
A. Conflicting Information corrected.
B. Electric load calculation attached.
C. Work sheets for RES check attached.
D. A 3 ft. by 3ft. landing will be installed at garage door and rear first floor door.
E. Carbon monoxide detectors will be installed outside sleeping areas.
F. Revised engineered floar joist lay-out plan attached.
24.) REVIEW PLAN CORRECTIONS:
A. Roof material will be a minimum of a 30 year, CertainTeed, 240 lb, shingle with an 8 in.
exposure and installed over ice guard on the first four feet and in valleys.
B. The windows will be trimmed with a minimum of 3'/z in trim boards per Dublin specs.
C. The exposed foundation will adhere to the City of Dublin's requirements at the time of
inspection or to the revised standards which should be in place by June 18, 2007.
D. The garage door is a Wayne Dalton, 9600 Series steel insulated door with a Sonoma
Cathedral style.
? E. The right elevation will have a window installed as indicated on the attached plans to meet
the Dublin plan requirements.
25.) ENGINEERING CORRECTIONS: Attached is the corrected plot and grading plan as designed
by Bauer, Davidson & Merchant.
Please feel free to contact me with any other questions or concerns.
Sincerely,
Ralph E. Smucker, Smucker Construction 614 873-3423
,
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CITY OF DUBLIN
Division of Building Standards • 5800 Sfiier-Rings Road • Dublin, Ohio 43096
Phone: (614) 490-4670 • lnspection Line: (614) 410-4680
Revision Applicati
,*"R e.q d Z
Revision Fee $ ? cO
" Application Number O'l - 2 OO (o fi5"
Address '32.c)4 Reason for Revision
"Note: A11 revisions must be cleT ari? liighlighted or clouded
on all the revised plans and plot plans."
Contact Name
Conta.ct Phone Number
For o, fJ"ice use »nly
Revision is to be reviewed by:
Building Division
Planning/Zoning Division
Engineering Division
Major Revision
Minor Revision
Suppi emental Information
Updated 8-23-04
614-873-3423
(In Ohio) 800-386-3500
cmucker (Fax) 614-873-3424
C O N S T R U C T I O N 154 North Chillicothe St.
? Plain City, OHIO 43064
)uly 13, 2007
Attn: Dublin Building Dept.
Re: Permit 07-200655, 8204 Davington Dr., Dublin, Oh
Attached is a corrected plat showing the Trellis which is on the plan but was
not shown on the original plat.
Thank you,
? /
--? • BAUER, DAVI DSON & MERCHANT, 1 NC.
' CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT N0. 1500 MUIRFIELD VILLAGE PHASE 30
PLAT BOOK 66 CITY OF DUBLIN
PAGES 55, 56 & 57 FRANKLIN COUNTY, OHIO
FEBRUARY 28, 2007 SCALE: 1 " = 30'
?
S 18'20'00" E
1 28.00' 70, S 04'O0,00.,
Ea
95 3 ?.
? 952. 6
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1953.
?' . g%din
? L%ne ?
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1500 0
8204 ?
? 0.46f Ac. ? 7"?2F,?US C?c.y
70NING GOMF'LlA;4a F
M TRELLIS ** ? ?c
4.0 co ?. 6 Y UF DU6L1N Oili
AIC t 954. 15.33' 16.6 O`j ??
~ 0 ?
U
957.0 t ? 13. ? o cd u? 956.3 t
W ? 19.00' o 0 25.33' 6 6.33' ?
cv c? W 0 954.9'k* o s?
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a ? N O
Lot 1499 Base. Flr. 954.9
F.G. 962.6 0 "' ** F.F. 964.4 3.00' 9•5' o Lot 1501
? **T.0.6. 963.4 0 0 ^ F.G. 960.1
958.9 t 18.1 '
13.00 Gar. Flr. N6.33'0
? ? 12.00 uS 8.00'
? , ? 961.9 ? Porch 14.00 ' 961.9
25.0 ? '? 18.33'
? N
Prop. N
5.1 ' Drive 24.00' 25' Building Line
961.2
960.4 Slope - 959.6
5.67. "'
- --?
'M.H. cv ? San./Se1.?,.
TCO 15' Easement
?.
$an.? ? 95 s 314» 959
959.9 .1
San
'
W S R=600
16.0' Ch.=100.99' ? m .
397'f T
? o C/L
Cra ;e Hill Ct
.
a 959.56* DAVINGTON DRIVE 50' R/W 958'73
.
a tW?ERV7------ -?j?'?
o ENGINFERINrC . tPl.iANN('E
? Cet?? of Duhlin
? ** Elevation per. Sri`iucker Companies APPROVED AS NOTED ,
g * Actual shots taken in field. ?PpO?• 1?•O?-
? NOTES
a • Builder to maintain existing su6division soil erosion contro! ar?d.-existing tree protection iencing during construction.
? • No porking on West side of Davington Dr. 4yrirJg i?ouse cons?lnnrti
N * Buildre-sboll. inaua..thot o!1 utility trenches under drive ore compacted prior to paving of driveway.
Builder siitill provide rear yard and side yord drainage swales.
n
N This plot is°prepomd for the lacol^bniMing deparfinent's use ond is not to be construed as having been preparod for the owner or for the use of
o the owner for any purpose. -
r10j .,,?.... _ .. .» __ _.. . Poroel No.
N We have detaimbisd Nat thia bt lies within the limits
' FIOOd ROUtil19
,i Fr?a ¢,,,e „,n,.,, a, tns ?e A,s,?ce SMUCKER COMPANIES see master groding
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° P&,e, r,meei,39049C0018JErrecc;m uote3-16-04 S.M. S.S.
REV. 5-23-07 REV. 7-9-07 #1050-07
= REV. 5-31-07 H: \OWG 07PG\23607\2367PG3.DWG Order No. 236-07
10%16r2007 17:11 FAl 614 873 3424 SDiUCIZER INS AGEN
614873-3423
(In Ohio) 800-386-3500
1"j'll2lCkeY (Fax) 614873-3424
?
L I N S U R A N C E 154 rvortn cr,in?oothe st.
Plain Ciry, OHIO 43064
October 16, 2007
Attn: Rod Durban
Re: Permit #7-200655
8204 Davington Drive
The blueprint v+re subznitted for appxoval had a basement
bath drawn in with the (rough in) designation on it. Y
should have indicated tha.t we were planning to complete
the basement bath but did not.
The plumbing was complete when the rough plumbin.g vwas
inspected and passed.
Please let me know if we need to do anything to have the
bath included in this plan.
Thank you for your help.
S in.cerely,
?
zooi
Ralph E. Smucker
,
BAUER,
DAVIDSON &
MERCHANT,
Consulting Engineers
(614) 846-3393
fax (614) 846<4575
May 31, 2007
City of Dublin
Division of Engineering
Attn: Mr. Petee
5800 Shier Rings Road
Dublin, Ohio 43016
RE: Muirfield Village
Phase 30, Lot 1500
Dear Mr. Petee,
INC.
` Bauer, Davidson & Merchant, Inc., has reviewed the proposed changes to lot 1500 of
Muirfield Village Phase 30. The elevations as proposed on the plot and grading plan dated May
31, 2007, by this company are acceptable. This lot can have a walkout basement, based on the
elevation that is shown on the plot and grading plan.
Please contact me at 614-846-3393 if you have any further questions.
Sincerely,
BAUER, DAVIDSON & MERCHANT, INC.
Consulting Engineers,
-a #06--?
Curtis H. Dommer, PE
Vice President
CHD/ah
c:cuN07080801.doc
?
255 Green Meadows Drive South Mailing Address: P.O. Box 370
Powell, Ohio 43065
Westerville, Ohio 43081
BAUER, DAVI DSON & MERCHANT, I NC.
CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADI NG PLAN
LOT N0. 1500 MU!RFIELD VILLAGE PHASE 30
PLAT BOOK 66 CITY OF DUBLIN
PAGES 55, 56 & 57 FRANKLIN COUNTY, OHIO
FEBRUARY 28, 2007 SCALE: 1"= 30'
tree Prt)teC;ion F-,,,.i,,,
S 18'20.00., E
955.1 28.00' S 04'00
--` ?` sement ?0., e 9? 31
? ? 952. 6
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953. 30'
= Cine ^?
1500
, 8204 ?
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FRi 0)
rn A/FCAl.t. !":fi
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•- ? Unit 16.67 o ri ? N
957.0 t ? 13.00_ 954' ? o (d Ln 956.3 t Lij
0) 19.00 o 0 25.33' 6 6.33' 0) V
w o o ?
C? c? W O 954.9 ** ?
p o
? p N O
Lot 1499 ? ** Base. Flr. 954.9 U W
cc ? v
? M 3.00' 9•5' o Lot 1501 W
F.G. 962.6 **F.F. 964.4
? N F.G. 960.1 ? cr_
Z **T.O.B. 963.4 0 00 ? 15' m CL /LJ)
958.9 t 18. 1 ? 13.00' Gar. Flr. 12.OON6.33'a °•8.00'
? ?, 961.9 jPorch i4.
.?"5.0 ?n M 18.33
wj N ?
Prop. ?, N N
5.1 ' Drive 24.00' S' i ding e
9612y 9 . - . -
960.4 Slope ? 959.6
5.69 ---? - ---
M.H. Son./Sery. 15' Easement
T,C.9 ,? ` Inv.?..g46.6t
3/4"
SaO• 95 .8 ? ; . _; 959. 1
959.9 w?;.R=600' o ? San.
16.0 ; Ch.=100.99' 397'f To C
Cragie Hill CtL
959.56* DAVINGTON DRIVE 50' RIW 958 ?3*
W SERV.
ZJNINQ CQMPUANGE
APFROYED AS NO"i'ED Fw?TcrntisPrlArcE
CITY CiF DUBUN. t? ?* Elevation per. Smucker Companies City of Dvblin
* Actual shots taken in field. APPROVED AS NOTED
NOTES Oh I q-0-+
' Builder to maintoin existing subdivision soil erosion control and existing tree protection fencing during construction.
• No parking on West side of Davington Dr. during house construction.
' Builder shall insure that all utility trenches under drive are compacted prior to paving of driveway.
' Builder sholl provide rear yard ond side yard drainage swales.
This plot is prepared for the local bui?ding department's use and is not to be construed as having been prepared for the owner or for the use of
the owner for any purpose.
.c%? We have determined that this bt lies within the limits
a o/ Flood Zone "x as shoMn on the Flood Insuronce
n Rote Mop fw FRANKLIN C0, Ohio. Communiry
? Panel Number 39049C0018Jerrac,. aat,3-16-04
o REV. 5-23-07
REV. 5-31 i07
i
Parcel No.
SMUCKER COMPANIES
SURV'D DRAWN CHECKED
S. M. S. S.
H: \DWG 07PG\23607\2367PG2.DWG
? = Flood Routing
see master grading
plan for detoils
Order No. 236-07
s
E-ER7 ? NUMBER:
5
CITY OF DUBLIN 2O°655
DIVISION OF ENGINEERING
GITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
5ubdivision: Lot Number: ? 50O Reviewer:ap
Address:. ??o, L ? • ??
T
11 Date:
a(o•? •??
ITEM DESCRIPTION YES NO N/A
1 Is this a revision to a. Master Grading Plan? If Yes, verify that Design Engineer has subrnitted a revision
for approval to the Master Grading Plan. If No, proceed with review.
?
.
2 Lot elevations match Master Grading Plan. 44 -1
3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with wnusual
grading field verified? If Yes, proceed with review. If No, request field verification,
V/
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. V/
5 A distance is shown from the frant of the garage (far a front-loaded garage) or at the street side edge of
the apron (for a side-laaded garage) to the rear edge of the pedestrian path.
?
6 The driveway slope is less than 8.0%.
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way
8 Dnveway is located more than 3 feet fram the property line and 6 feet from a fire hydrant.
9 Side yards do not exceed 3:1 slopes.
10 A majar Aood routing path is located on this lot, If Yes, does it match Master Grading Plan? If No,
proceed with review.
?
11 First floor elevation is shown (not to be verified). ?
12 Basement floor slab elevation is shown (not to be verified),
13 Garage floor elevation is shown (not to be verified), ?
14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled, ?
15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation
for the sanitary sewer lateral.
?
16 Location and size of water service tap is shown and labeled.
17 Sanitary aiid storm structures are shown, labeled and match the approved construction drawings. ?
18 Water m.ain and nearest fire hydrant are shown, labeled and match the approved construction drawings ti
19 Required sidewallc and/or bike path location and siae is shown and labeled.
20 Location and siae of existing sidewalk/bike path along side property line is shown and labeled. V/
21 Tree lawn size is shown and labeled as 7 feet. ?
22 100-year Floodplain, Flaodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number: Effective Date; 03' I(Q' QL?
v
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Tree protection fencing is shown, labeled and matches the approved construction drawings
25 "No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat
26 Easements are shown, labeled and match the recorded Final Plat ?
27 The drawing scale is shown. Vol'
28 A north arrow is shown. ?
29 If a co er lat, address should be for street that the front doar faces. ?
Comments:
REVIEW RESTJLTS: GY APPROVED
0 DISAPPROVED
0 Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised pezmit
applications to the Division of Building Standards.
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I THESE DRAWINGS HAVE ~
I BEEN REVIEWED FOR AND ~
I- SHALL COMPLY WITH THE I
I 2004 ED1TlON OF THE ~
I RESIDEi~TIAL CODE Of OHIO ~
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ARCHITECTURAL DESIGN BY: LOWER LEVEL FIIRST FLOOR PLAN SECOND FLOOR PLAN DRAWING INDEX CONSTRUCTION ~
I
I • AO-0 COVER SHEET D 0 C U M E N TS ~
I A1-0 LOWER LEVEL I
I A1•1 FIRST FLOOR PIAN
I " A1-2 SECOND FLOOR PIAN ~
- I I I~ l A1-3 ROOFPLAN HA~NESS RESIDENCE ~
' . ~ f-,. _ L ~ - A2-1 EXTERIORELEVATIONS n00c-~-7~ ~
~ -_=--:-_S L - - - - ~ ~ I I I I IR "~r A2-2 EXTERIOR ELEVATIONS L U ! I
I I ~ , I I ~ ~ ~ A3-1 WALL SECTIONS I
I I I ~ ~ I I I -__J ~ ~ A3-2 STAIR SECTIONISTRUCTUR,4L NOTES DATE: 02.07.2007 DRAINN BY: SS ~ , ~
I~ _ ~ J ~ I_L -.__.z ~ I _ _ _ a ~ ANY CHANGES TO THESE DRAWINGS MUST ~
~ ~ . _ O BE REPORTED TO KEISER DESIGN GROUP, INC.
~ - _ ~ _ _ _ _ =-I o ~ I I' L_ .J ~ L J I I IMMEDIATELY IN WRITING. KEISER DESIGN I GROUP, INC ASSUMES NO RESPONSIBILITY I
I! I i r esi n rou ncor ora e ~ ese Q FOR CHANGES TO THE DRAWINGS THAT ARE
~ ~ : I; I~ J. I . ; IdIS~ -J - I I_J I I I 4 NOT REPORTED TO THE ARCHITECT. ~
I ---~~-=~1_J=~:~-= I - - ~ ' ~ ~
I I I- J I_ J ~ ~ ~ h ~ ~ I L _ I I ~ ~ I ~ i i i
_ I L I 830 E. Johnstown Rd. Gahanna, OH 43230 I ~l I I I I , i i i
I ~ I I L__ I I Phone: 614.337.1664 Fax: 614,337.1665 ~ I I I• 1--=- - -J.
www,keiserdesi n rou .com ~ m-=-s ~ T~ - I ~ ~ ~ ~
r I 9 9 p I I ~ r I _ ~__J ~ i
~ I I Ij=. . 0.~ i
~ I I i
STRUCTURAL ENGINEERING BY, I I ~ ~ I . i
I I~ I I ~ i
I II I ~ I i
EMET RDA/ ~------J:I I ~ i
1650 WATERMARK DRIVE i
I ~ COLUMBUS, OHIO 43215 i
I •wi ~w~ IA~A I~At/ //~I I\ •A1 AI~AJ
' (bl4) 4ti!-lboU F'H1C k(O14) 4ti/-tiyti"I
~
I ' ~ i
~
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L - i
- - - - - U - - -
I c ~
I 2 ~ FLOOR PLAN NOTES I
° A2•1 ~ ~ I
c I ~ ~x ~ 1. ALL DOORS SHALL BE 6" FROM ADJACENT WALL UNLESS NOTED I
~ 80-0 OTHERWISE. CLOSET DOORS TO BE CENTERED IN CLOSET U.N.O. ~
~ ~ ~ 2. ALL STUD WALLS TO BE 2x4 STUDS @ 16" O.C. U.N.O. ALL I
~ y Y 19'•0" 13'-0" 25'-4" 18'-8 18'-8" 6'~4" ~..__~__4.,.~ DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD. I
~ ~ I o I DIMENSIONS TO EXTERIOR WALLS ARE TO FACE OF SHEATHING I
0 N 3. A REA~7ILY ACCESSIBLE ATTIC ACCESS FRAMED OPENING NOT LESS
~ V 5~~~~ 3~~~~ 3'-0" 5'-4~~ 2~_2~~ Q~$,~ 8~_g~~ ~~_g~~ 4~.2~ 2~~~~ B~ 4~~ Q $~-4~~ ~ THAN 22" x 30" SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A I
~ CLEAR HEIGHT OVER 30". I
~ 4. REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRUCTURE I
I „ ~ - - INFORMATION I
~ X 3 tA ~2~ DING M ~2~ y~~2 . 5. ALL WORK SHALL BE PREFORMED IN ACCORDANCE IMTH ALL I
I s A , IN, 0 0 ~4 Iy~ ~ R ~ ~ ELOW a-a cEii I APPLICABLE NATIONAL, STATE AND LOCAL CODES AND REGULATIONS.
i r - PO~T~ RESH ; • ; 8'-4'TCEILING • CONTRACTOR SHALL VER:FY ALL CONDITIONS AND DIMENSIONS AT SITE I
~ 0(.D q 2,.0„ ~ o I ~c1 o q 6. BEfORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE I
- . _ ~ti~_ ~ ~ ~ Q ~ f0 `D REPORTED IMMEDIATELY TO KEISER DESIGN 6ROUP IN WRITIN6 FOR I
= o # AS REQ'D 2 2x14 ~ - ` - - - - - ~ R _ ( ) Q I JUSTIFICATION ANDIOR CORRECTION BEFORE PROCEEOING WITH WORK. I
N N - ~ • ;V O N (5) 2x4 ~ T.~_ r_~ ~ ~ I ~5~ Zx4 CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. ~
. . . ~ ~ L~~ ~ . ' ' ' ' ' ' ' ~r • ~ +~w ~ +~r r 3 14" LVL - ~ 2 2x8 O ~ ; 3 14: I ~ (3)14" lVl ~ CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING NlITH ALL ~
(2) 2x10 (2) 2z10 5 2x4 2 14 LVL ~ ~ _ ( ) (5) 2x4 (4} 2x4 ~ ~ (4) 2x4 ~ ,~'r Y I~' R&S 7. ALL DIMENSIONS SHALL BE READ OR CALCULATED AND NEVER SCALED. I U
I - DESK o I I : I q ' 1 I o q ~ I,- - I ~ j ~I SITEREQUIREMENTS.
~ ~ ~ ~ : ~ _ o ~ a ; ~ @~ MASrER,; MASTER SU1TE ~ i 8. ALL WOOD, CONCRETE, AND STEEL MEMBERS SHALL BE OF A GOOD
I 2~c6 WALL I ~ I. ; ' ~ BREAKFAST ~ 9-4°:CEG ~RADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL I ~ 9'-4°CEIIING { ~I
~ f° ~ ~ { - SMOKE I , „ ~ ' 3 •1112 ~ I^, ,I BUILDINGCODESWHEREAPPLICABLE. ~
~ 8'-6" G-4" 4'-0" 2'-3112 " 6'-1" 3'-4" ~ ~ ° f;' ~ ~ 21-8 2- 8,6:112 r 8'-6:.112 " 7'-9" ~ 6'-4112" 9. ALL WOOD IN LOCATIONS SUBJECT TO TERMITE DECAY SHALL BE I
~ _ Z~~° ~ O IJ I PRESSURE TREATED {CCA) OR BE OF AN APPROVED DECAY RESISTANT ~ y I~
-r', ~ PRE-FAB FIREPIACE INSTALLPER; ~ ~ ~ I o I' ~ W,~,~, ~I N SPECIES. THIS INCLUDES, BUT IS NOT LIMITED T0, ALL EXTERIOR DECKS, I
` ~ ~ ~ UP 16R ~ MANF'S RECOMMEN~ATIONS. I ° I : ~ ~ o CONTRACTOR TO PROVIDE MANF., ____I~ . SILLS AND SLEEPERS ON CONCRETE OR MASONRY, OR IN DIRECT ~
LAUNDRY ~o (1)14 LV 'N - - - , N INSTALlATIONSHEETSAT ~ ~ ` ~ ~ CONTAr,TWITHGROUND. I , I 10. WALL STUDS SHALL BE ONE PIECE FULL HEIGHT. PROVIDE A MINIMUM OF I
OPEN INSPECTION , ~ ° ~ RAILING ~ 1 2 STUDS AT EACH SIDE OF ALL OPENINGS. ~
~ ~ ~ ~ . ~ CLOSET - _ _ ~ 3•1D ; 5-0; . 5'-0" 8'91IZ 8" B'-8" ' ~ 11. ALL BEDROOM WINDOWS SHALL MEET CODE REQUIREMENTS FOR ~
~ ` , m~ ~ ~ o rhaus : i ~ - i _ - ~ - 1.~ I I - - (Y7 er i ~ , . o ~ z . _I - ' I EGRESS. EGRESS CLEAR OPENINGS SHALL BE A MINIMUM OF 5.7 SQ. FT. I
i , ii ~ ~o . ~ m~n ~ v I - - I ~ ~ GREAT ROOM J ~ ~g
~ . ~ -~u - - - - ~ ,o ~ ~ _ o _ m ti' I Z~ P N NGIW DTH OF 0'R SILL HE GHTISHALOL NOT EXC EDI44MA OVEET E I
I R&S - I N ~ 'v - - • ~ - - ~ ~ (2)14" LVL ~ ~ R
~ < ' ~ ~ ~ ~ r~ ~ ~ N PROVIOE PANEL TO ACCESS FINISH FLOOR. ~ ~ ~ WHIRLPOOL TUB F'IATFORM 12. ALL ANGLED WALLS ARE 45 DEGREES U.N.O, ~
~ ~ i ~ - - - i;;' I ~ 3 ~ANnING MIN. ~ . I~ 3 X I z o ~~z ~ ~ ~ FOR THE SERVICING, MAINT. ~
~ g 3~-0° KITCHEN ~0 BEL M ~~~.4~ ~ i 7 /a MAX. - - - `~~~T ~ ° ~ AND.~OR REMOVAL Of MOTOR ~ ~ ~ ~ AND PUMP I
_ ~ ~ ~ ~ . I / ~ - ~ ~
~ 1"OP OF THHESI OLD , N _ i ~ - - - ~v r-- - ~ i .J i - ~
~ _ _ - I n x~~ ' ' I- ~ ~W _ I SMOKE Y ~ ~ ~ ~ I ~ IJ MASTERBATH m 'v I
. ~ - - - ~ ~ ~ o W p ~ ~ ~ ~ Z~.Z~~ 2'-2° ~ ~ ~ ~ ~
I ~ ~ ~ - - in o I ~ _ ~U M ~ O I-, I, ~ ~ ~ 4~ N ~ Z~_5~~ ~~_7~~ ~~-0~~
I Q W _ _ M • ~ ~ ~ " ~ i-~~ ~ I , o I ~ • ~
~ ~ I ~ I I I - - ~ I - - I ~ ~ ~ ~~y I
o L_J = „ R F ~ ~ ~ o W12x19 OR 3 DIA. OR ~ p DN16R . ~ ~
W ~ ' (4) Zz4 - - - l3)16" LVL - - - (5) 2x4 ~ - - ~ - ~ ~ a m , > .(4)2x4 - ~
O i J~ ' ~'~'~'~'~'~'~'~'~i..~.~..~..~ N I ' • . . ~ g 'v (2)14"LVL - o I
I 3~.~~~ 4~-0~~ ~Q~~ 22, 5„ ~ ~ 2i on N. a I LINEN v
.a L q ~ z 6 STRUCTURAL LEGEND ~
~ q ~ioV - , ~ 8112 " (2)11114 LVL ~ _ 6112 " ~ {2) C ' {2) 2x8 ~
~ 14-10 4'-D" 2'-2" 4'-5" g~-0'~ 3~~9~~ 9" 10'-11" 10" 6'-2" ~~-6° 3'-14~ 3~-8~~ 4,_5" 3~-8" 4~-5° _ - - - - _ ~
I ~ 9112 " ~4) ~4, ~ (4) 2x6 0 (2~ 14" LVL (5) 2x4 C - - ~ (3)2x4 ~i ~ 3) 2x4 Z~-6~~ ~
~ ~ ~ 2~91l4"LVL 2- - ~ . - , N (2)14"LVI ( ) ( )2z12 - - (2)9114"LVL~ N _ ~ N •{2~?X~2 ' (2)14;LVL. .1.I 8'-0112" ~ _ , ~
~ 2 q ~ REF FRE DO , o ~ ~ n J ~ ~ ~ i TRUSSlJOIST/RAFTER INDICATOR I
a~ ~ N ~ ~ ~ CLOSET ~ I ~-Z m ~ PANTRY N _ - ~ ~ . ~ W ~ ~I ~ [V ~ DIRECTION OF SPAN I O N W,I.C. i I N ~ '~'2 ~(TENTS OF
~ ~ ~E , - NM~N~ SMOKE ~ a ~ CAA60 „ ' ~
I ~E ORDIY AN L._.-=:'-.- N I I 14~~, ~ ~,_a„ Z,~~, p DU6LiN P'~ I R&s fV N " ~I ~ 1 I
i i ~I HEADER 1 LVL 1 DBL JOIST (SEE PIAN FOR SIZE) ~ ' ~ ~ I
I I I - ~ I I I f f I - - - GIRDER TRUSS !
I N I I I . ; . I I MUDHALL o FOYER 2_gN , • ~ _ 4 r_ ~
I I ~o~ ; SLOPED'.SLOPED ; L ~ I X + SLOPED N R&S < ti-- CONCRETE FOOTER,12" DEEP iSEE PIAN FOR SIZE) I
I I ~ ~ I HALI~ ~ DINING RM N' CEII.ING I CEILING - ~ I N B A T H I I ~ I I CEILING I STEEL COLUMN I
~ ~ ~ _ q' ~ I ' 'v ~ o I A P A N A R R O W ' v ~ I I ~ li ~__1 I
I I BRACEDWALL ~ ~n ~ ~ ~ ~ ~ I~ STEEL BEAM (SEE PIAN FOR SIZE) I
I " I O ~ N ~ I STEEL BEAM POGKET IN FOUNDATION WALL I
• 9'-D" x 8'-0" OVERHEAD DOOR 2~_q~~ N I I _ HOME I ' ~ M I ~ 2 9114° LVL ~ WORK4UT HOME ~q 1~~ ° ~ WORK4UT ~ ~ I
(2)111I4 LVL _ ' , l 1 , _ , _ , 2 2x14 (1 I - I' N `0 POINT LOAD LOCATION
~ - - N ~ . _ ~ Y 11'-8~~ iv 8~~ : ~ ~Iv
M # AS REQ'0 q I II L_ ;%J~-SOLID BLOCKING I ~ I
I 1'-1 " 4'-7~~ ~ - - ~ N I 0 5-9 5'-9" 5-9 - . ~ •
~ _ . --------1 2 2x10 ~ ~ ~ T DIRECTION OF ROOF PITCH I I (2) 2z8
I . ; ~ ~ 'Y ~
I ~ ; 1 I ,o 1 SEE SHEET A3-2 FOR STRUCTURAL NOTES ~
o I PORCH ~ I . ~ o ~ ~1 ,o I ~ ~ 4 4 I ~ iN ln
I . > ~ GARA6E I ~I = I I ALL HEADERS AND BEAMS TO BEAR ON DOUBLE STUDS EACH SIDE, U.N.O. I
I _ (2)2x10 (2)2x10 . . . . . . . . o ~ ~
~ ~ j SLOPE CONC. GARAGE -
I ~ ~ SIAB TO GARAGE DOOR 2 2x8 , o ~ 41 12~ Zxg # ~ATE ISSUED 1MTH 1 CHANGE DESCRIPTION I
~ N I .x I ~
~ lo , I ~
~ . APA NARROW ~ BRACED WALL ~ I ~
~ ~
~ ~ - I . N I ~°X~o N p ~
~ , N ~ ATTIC ACCESS I ~
~ ~t.ti111ZZi~L I
I I, ~
I~ I , .o ~ FIRE STOPPING SHALL BE PROVIDED TO o~'~~'~9°°ap~~tl2~ I
I° CUT OFF ALL CONCEALED DRAFT OPENINGS ~~~p ° o~~ rr I n n (VERTICAL AND HORIZONTAL) AND TO FORM H A R N E S S x} o DANIEL o~~,~ I
~ ° I ~ ' ~ GARAGE WALLS AND CEILINGS A N E F F E C T I V E F I R E B A R R I E R B E N V E E N o L. o I
~ JI ~ _ x I .'~DJACENT TO LIVING SPACES STORIES AND BETUVEEN STORIES AND ROOF R E S I D E N C E MUIRFIELD r~~ o KEISER ot~~~ I
~ ~ a' W TO BE 1 HOUR FIRE RATED °f ~ I 1MTH TYPE-X GYPSUM WALL B ARD. rt ~ 11548 0
o a ~ ~ LVL DATA SHEETS MUST BE PROVIDED AT t,~ °~o o°~N ~
-~~o ~ 'X ~ OPENINGS BENVEEN GARAGE AND ~ FRAMING INSPECTION. ~ilt~j~ °°~~a~~°°° ~j ~ I
~ ~ Q RESIDENCE SHALL BE EQUIPPED . ~ ~i~~~ A~ ti" ~s4 LZ11tZtt1'~'
I A P A N A R R O W W I T H E I T H E R S O L I D W O O D D O O R S B R A C E D W A L L ~ I N O T L E S S T H A N 1 3/ 8 T H I C K O R SMOKE DETECTORS SHALL BE IIvSTALLED ~
I ~ 2a MINUTE FIRE RATED DOOR OR INSIDE EACH BEDROOM, OUTSIDE EACH I
METAL INSULATED DOORS PER ORC. I o SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EACH ~
N ~zf zxa ~z~ zxa ~2~ 2xe FLOOR, INCLUDING THE BASEMENT. THE
I~ SMOKE DETECTORS SHALL BE HAR~WIRED WITH BATTERY BACKUP AND CONNECTED I
I TOGETHER
11 I I II II 1 11 ~ 2-0 9'-0 2-0 6'-0" 6~~~~ 6~~~~ 6~_~,~ 5~~~~ 5~.g~~ ,3'-2" 2'-8" 7~_p~~ 7~_Q~~ ~ 7'-0" 3'-10" 4'-2" 3'-0" I
~ ALL GLAZING IN THE FOLLOWING LOCATIONS SHALL BE TEMPERED: K@1S2C DBSI fl G~OII Incor orafed I
~ A. GL4ZING IN SWINGING, SLIDING OR FIXED DOORS, INCLUDING FIXE~ 9 P p
I ~3~ Z4'-0" 18'-4" 14'-0~~ .p~~ 8~_p~~ 3~-0° PANELS AND SIDE LIGHTS. I
~ • B. GIAZING FOR DOORS AND SURROUNDS OF WHIRLPOOLS, TUBS AND SHOWERS 830 E. Jahnstawn Rd - Gahaaaa, 4H 43230 ~
~ 80'-4" C. GtAZINGWITHIN24"OFANYDOORINTHECLOSEDPOSITION. Phone: 614.337,1664 • Faz: 614.337.1665 I
D. GLAZING WITHIN 1A"(]FTHF FINISH FI f]~R www.keiserdesionarouo eam
, E. GIAZING IN RAILINGS
F. GLAZING IN WALLS AND F ENCES ENCLOSING A SWIMMING P40L WITH I
~ • 1 THE BOTTOM EDGE WITHIN 60" OF THE FLOOR. ~ G. GIAZING ADJACENT TO TUBS & SHOWERS KDG PROJECT # 2006-119 SHEET NUMBER ~
~ q2.1
~ FIRST FLOOR PLAN I
SCALE:114" =1'-0" Al-1 I
1 FIRST FLOOR PLAN I 2,946 S.F. I
I CONSTRUCTION DOCIIMENTS 02.062007 ~
~ ~ - - - - - - - - - - - - - - - - - - - - - - - - - ~
- - - ~ U
C I
I a Z ~ ~
0 ~ c7 A2-1 ~ FLOOR PLAN NOTES I
~ ~ I
~ 53'-9 ~ ~ o 1. ALL DOORS SHALL BE 6" FROM ADJACENT WALL UNLESS NOTED I
L OTHERWISE. CLOSET DOORS TO BE CENTERED IN CLOSET U.N.O. ~
~ N 2. ALL STUD WALLS TO BE 2x4 STUDS 16" O.C. U.N.O. ALL I
Y 34'-2" ~ ~ 5-2 n 5'-2" DIMENSIONS TO INTERIOR WALLS ARE TO FACE OF STUD. I
I o 0 N DIMENSIONS TO EXTERIOR WALLS ARE TO FACE OF SHEATHING I
~ 4'-4" 3'-3" 3'-5" 3'-5" 4'-8 718 " B'-3" 5'-5" 2'•1" g~_5° E~_g" 2~~~" U 3. A READILY ACCESSIBLE ATTIC ACCESS FRAMED OPENING NOT LESS 2~'~" Z~"7" THAN 22" x 30" SHALL BE PROVIDED TO ANY ATTIC AREA HAVING A I
~
CLEAR HEIGHT OVER 30". ~
~ , 4. REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRUCTURE I
~ - - - INFORMATION I
I (2) 2x o q ~z~ ZXg 5. ALL WORK SHALL BE PREFORMED IN ACGORDANCE IMTH ALL I APPLICABLE NATIONAL, STATE AND LOCAL CODES AND REGULATIONS.
~ "v 'v CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE I
~ 6. BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE ~
I REPORTED IMMEDIATELY TO KEISER DESIGN GROUP IN WRITING FOR I
JUSTIFICATION AND10R CORRECTION BEFORE PROCEEDING IMTH WORK. I
I ~ (2} 2x8 0 ~ I (V CONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS THATARE I
~ , ~ , ~ , ~ , ~ , ..............._.W.. • ~ ' ~ NOT REPORTED.
(2) 9114" LVL 2 2x8 {2) 2x' ~ ( ) (2) 2x8 ~{2) 2x12 ~ 7. ALL DIMENSIONS SHALL BE READ OR CALCULATED AND NEVER SCALED. I
CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL ~
~ SITE REQUIREMENTS. I
( ~ q b o ~p 8. ALL WOOD, CONCRETE, AND STEEL MEMBERS SHALL BE OF A G~OD I
~ ~ GRADE AND QUALIIY AND MEET ALL NATIONAL, STATE, AND LOCAL
~ BUILDING CODES WHERE APPLICABLE. ~
9. ALL WOOD IN LOCATIONS SUBJECT TO TERMITE DECAY SHALL BE I
~ I' PRESSURE TREATED (CCA) OR BE OF AN APPROVED DECAY RESISTANT ~
BEDROOM 1 ~ BEDROOM 2 BE!DROOM 3 BEDROOM 4 SPECIES. THIS NCLUDES, BUT IS NOT LIMITED T0, ALL EXTERIOR DECKS, I IROOM 4 SILLS AND SLEEPERS ON CONCRETE OR MASONRY, OR IN DIRECT I
~ 'v CONTACTWITH GROUND. I
I 5'-4" CEILING 10. WALL STUDS SHALL BE ONE PIECE FULL HEIGHT. PROVIDE A MINIMUM OF
- ~ 2 STUDS AT EAGH SIDE OF ALL OPENINGS. I
SMOKE I - ~ ; 11. ALL BEDROOM WINDOWS SHALL MEET CODE REQUIREMENTS FOR ~
4'-4" T 3~~7~~ . ~0~~ 6~~5~~ 4~-0" 2~-9" 4'-0" 4'•11" 1'-2" 4'-0" 5'-10" 4'-5" 7~-6" 7'.6" M EGRESS. EGRESS CLEAR OPENINGS SHALL BE A MINIMUM OF 5.7 SQ. FT. I
~ o ~ : SLOAED , I , , GEILIN~ 'i; M WITH A MINIMUM CLEAR OPENING HEIGHT Of 22" AND A MINIMUM CLEAR I
~ ~ ~ ~ ~ ~ OPENING WI~TH OF 20". SILL HEIGHT SHALL NOT EXCEED 44"ABOVE THE
8-0 CEILING - ~o ~ - ~ SMOKE ~4 I 10 I - - N SMOKE SMOKE N N ~o FINISH FLOOR. ~
N ' I 12. ALL ANGLED WALLS ARE 45 DEGREES U.N.O. I M
~ . , 1MC 1MC a ~
~ - ~ , ~ _ '
~ 2 ~ ~4 ~4 v ~q ~q R&S A~1 ~ (r~ ~ N N - m ~0 fV ~I CU - fV ~I R&S ~ J I i; 1 ~
ftG'2 ~ . _ _ _ Z _ I II N ~ II _ _ N M I . ~ ~ l , ~ 4~~ ~ A2-2 I
Q ~ - - - ~ ~ ~ r~c I 2-a - ~ II ~ ~ I, I I 2 0~
- - w f° ~ ~ _ WIC WIC ' 4'-5~~ ~~_6~~ 7'-6" I
~ a I ~ B A T H ~ - - I I o . N ,i 22~~X3~" ~ N I~ I~ , ~
~ ~ ~ _ _ I I, ATTIC I I ~ SMOKE m I
~ I ACCESS < - - . I ~I ~ M • ~ - - ~ ~ ' ~`A N
fV ~ ~ DN 16R - , I I, l ~ . - \ . U I ~
~ M ~ - N MONOXiD~ REG D C - . CAAB~ 9 . R&s Ras ~ ~
I v QRDINaNCE SMOKE N R&S ~p, _ PER DU9LIN ~h 1-6 N BATH BATH I
~ 3'•7" 4'-4" ~ 1D" 2'-2112" 4'-6" 1'-11112° 3~-4" ~~_Z~~ 4~-0~~ 6~-~" 4~-0~ 3-10 ~
I , ~ 8'-0" CEILING ~ ~
N LINEN d - 'v ~ STRUCTURALLEGEND ~
v I N ~ I I o. ~
8`~ 1(N6: : : , , ~ . ~ . (2) 2x12 ~ 8'-0" CEILING iv I
~ - ~ I
~ 1 °4 ~ ~ ~ TRUSSIJOISTIRAFTER INDICATOR ~
I N N ~ , :~`~I ~ ~ DIRECTION OF SPAN I
I ' ' , I I , . ; EXTENTS OF I
I
;I ~ I HEADER 1 LVL! DBL JOIST (SEE PLAN FOR SIZE) I
i.$~OPED. BONUS ROOM I$ PED:' I _ C9 M ~ '~~iiiNG I ~ c~i~i~i'G . ~ - - - =-r GIRDER TRUSS I
I . ~ .
i i. ° ~ r ti CONCRETE FOOTER,12" DEEP (SEE PIAN FOR SIZE} 1zY~.
i :i i , ~ I ~-STEELCOLUMN
( J l c~ c~( ~ Q Z Z ¢ ~ - -1 ~~I
~ 3 ' - ; ~ Z : ~ ~ JI. . . STEEL BEAM (SEE PIAN FOR SIZE) j y I
I ~ ~ ~ ~ _ ; I : = E ~ ; _ STEEL BEAM POCKET IN FOUNDATION WALL I
I ~ ~ - q ; ~ 4 ~
I " " M-POINT LOAD LOCATION I
I ' ~ _ ;~--SOLID BLOCKING I
~ 3'-7" 13'•10" 23'-6112 " 4'-4" 1'-3" 7'-2112 " 7'-2112 " ~
~
~ - ~ , „ DIRECTION OF ROOF PITCH I
3 •7 13 •10 3B~..q~ ~
~ SEE SHEET A3-2 FOR STRUCTURAL NOTES I
~ ` ~ , . I
53'-9 ~ ALL HEADERSAND BEAMS TO BEAR ON DOUBLE STUDS EACH SIDE, U,N.O. I
~ ~
~ # DATE ISSUED IMTH 1 CHANGE DESCRIPTION I
~ ~
~
~ ~ ~
~ ~ ~
j ' , A2•1 ~
I' ~
~
I yyS.LZ.11111ZI I
~~000~0~0~ I
FIRE STOPPING SHALL BE PROVIDED TO o~, ~l I CUT OFF ALL CONCEALED DRAFT OPENINGS ~ a~ a~~r
~ (VERTICAL AND HORIZONTAL) AND TO FORM H A R N E S S o DANIEL o~r ~r I
~ AN EFFECTIVE FIRE B A RRIE R BE i WEE N o L. o~~, I
~ STORIES AND BETWEEN STORIES AND ROOF R E S I D E N C E MUIRFIELD rr~~o KEISER p~~ I
~ rr ~°~,0 11548 00
LVL DATA SHEETS MUST BE PROVIDED AT 1~jl ~ I
' ~ FRAMINGINSPECTION. ~21i~~~~~~°~~~j~ ~ I
~ 12ZZZtizt~ I
~ SMOKE OETECTORS SNALL BE INSTALLED I
~ INSIDE EACH BEDROOM, OUTSIDE EACN I SEPARATE SLEEPINGAREA IN THE IMMEDIATE
~ VICINITY OF THE BEDROOMS AND ON EACH ~
~ FLOOR, INCLUDING THE BASEMENT. THE
~ SMOKE DETECTORS SHALL BE HARDWIRED ~ WITH BATTERY BACKUP AND CONNECTED I
~ TOGETHER
~
~ ~ ALLGIAZINGINTHEFOLLOIMNGLOCATIONSSHALLBETEMPERED: K@IS@C D@SI Il G~OI) Incor orated I
~ A. GLAZING IN SWINGING, SLIDING OR FIXED DOORS, INCLUDING FIXED g p ~
~ PANELS AND SIDE LIGHTS. I
I I . B. GLAZING FOR DOORS AND SURROUNDS QF WHIRLPOOLS, TUSS AND ,
SHOWERS 830 E. Johnstown Rd - Gahanna, OH 43230 I
i C. GLAZINGWITHIN24"OFANYDOORINTHECIOSEDPOSITION. Phone: 614.337.1664 • Faz; 614.337.1665 I D. GLAZINGWITHIN18"OFTHEFINISHFLOOR www.keiserdesigngroup.cam
i . E. GLAZING IN RAILINGS I
i F. GLAZING IN WALLS AND FENCES ENCLOSING A SWIMMING POOL WITH I
THF. BOTTOM EDGE WITHIN 60" OF THE FLOOR. G. GLAZING ADJACENT TO TUBS & SHO'JuERS KDG PROJECT # 2006-179 SHEET NUMBER ~
I ~
i. SECOND FLOOR PLAN ~
SCALE: i14" = t'-0" Al 2 I
SECOND F LOOR PLAN 1,563 S.F. ~
i L--------------------- CONSTRUCTION DOCUMENTS 02.06.2007 ~
i - - - - - - - - - - -
~
. i, i ~
~ ~ d
~ ~ 0 I `L^
V ~
~ I ~/w^` ~
W I ~ ~
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I N I I ~ I ----i ~
I ~ I 12 I ~~,cG~~ a.~~~.~~~~~aa~ ~ ~ , ,z o : ; ,
~ ~ ,ll~„1_ I1. ~ ~ ~I~ i~ ; ~ ~ ~ 12 , 1., ~li ~ l~,i( i~i_.r ~ 1 i Itll ':I 1 ill'~I"I'I`~~L il~ _~~,f I:'i'~~'''';~~i i i ~ ~ ~
~ i _ ~ ~ ~ ~ ~ , ~ ~ ~ ~ : ~ ~ ~ , ~ ,~r,~ ~ u~ ~`r ~ ~ ~ , ~ , t2 ll ~ ~ ~_1. It T 1r~ r~ 1 . ~ _ 4 lf ( Y , ~~~.1.- IIII,., I U I r I I i.~...1.~ i i I qa i ~ ,r i. i i i f ~ ~ I ~ ~ ~ r I li ~ ~I L' I,~,~ l i I.. I'~. , ~ ~ i I~~~, f , ~ ~ .
~ ' ~ _ ~ ~ I ~ ~ t-~ ~ .~'~._T 1_li,L- - i _ i i~i. „ r ~ . ~ ' ~ ~ ; . „q. , ~ t_ . ~,a:..! i r ~-T ~ . ....i. ~ ~ i~ ~ I ~ ~ i l ~ 1 c ~~l .i~_a a ~ I ~ 1: ~f` ~~f ~ . -1`~i , ~ i~'~ ~ ~ n ~ ' I I II . ~ ~~i ~ I' i ! ~ ~ f j~ r I I ( ; ~ ~ ~ ~ 7~~ T'~ T~tl. f ~ i ~ ~ ~ _ i i„ ~ , ~ 1-0 , ~ t_. 1 ~ ~ i., 1:~ ~ ~ I; ~c ~.!.~u'_ ' ~ ! ~ i ~
~ ; ~ ~ ~ ~ 3. k; J~q~. ~ ~I'~~ E~ ~ i ~ 'i, i~ ~ y~r' , ~jI -~,~"J ~`7~ I_ ~ 1_i.L 1_ i i ~ ~ ~ I ~ I
~ ~II 7~= ~11 I~`I ~Ii~ ~E~ ~j ~t ~E J_i, x I I~~~,~ °li.i,~ •_~~la ~I~I.J'~ I;I I r ~ ~ il i F I I . 1 (~i i~~ I l II ~ ~ , I ~_m~~J i~~~~ h~l,~j~.~J~t, ~~,1-~ i ( i i~- i i ~ , ! ; ~ ,
~ ~ ~ _ . ' ' n w ,L _......1~. .k.~ 1 . .L . ' - ~I i~ ~ 1 . ~.1 ..i_ . - - - - - ~ ~ r ~ i. r~ 1 ~ ~~~i ~ ~ r ~T,~~.. .,i r ; , , ~ i i ~ ~ T ~ ~ ~ ~ ~ m ~ _ ~ ~ ~ ~ i ~ T~~ , . _ i i ( i ~ ~ ~ , . ~ : BEDROOM #4 RAFTER (12:12 SIDE TO SIDE) T, , i i ~ 7 I ~ ~ i Li I, ~~r ~ i ; I i~ ~;1 , ~ ~ i,; ~ ~ i ~
~ ' ' ' ~ ~ ; TRUSS BEARING = 2'-4114" A.F.F. - - . ~ r. ,r ; ~l-.; ~ i , ~ I~' ~l r~~ k~ ,,~,,_i, I_ 1 G.:~_ I_ ,In?~1`ii ~,i I~~I, ~ I I P 11 ~ ~ ~fEl I 1 ~r~~, f! !~.IY~ r A ~ , ; " I ` ~ ~ ~ ; ` ; r , i ~ I F ELD VERIFY ROOF ALIGNS W TRUSSES _ i;, ; , i TI"T~ ; ~ ~~1,-~ ~ i ~ i i ~ I, ~ i, I,;,1( ,~1~~_~ ~ I~ ~ 1 I 12 BEDROOM #1 RAFTER (12:12 SIDE TO SIDE) I
, , , ~ ~ ~ ~ i i' " I 1 _ . ~ y _ i ~ ~ i"'_' :...?T'i?T""J' ,G.i_1_ . i~i~~, ~ ,_l, , , ~I~ ~T1-r ~ '..I~i~i ,~.r..,~ „ :~ii i.~i....A. ~-..l ~._1...:i,I ~ .,i. ,i :~~.~_i~ i~~ T ,-7~. i. ~:'-'~~,;i- ~i,'j~ i . 1 i. ~i~~ ~ If ,I~ ; ~ F ! l~ ~ rrtr~ ~i~ . , i,~.i~ l~ 'I ,~,I~i~ ,~.i~ I~~ i!I I Ir ~.~1- I~ 'l i i ; ~ ~ TRUSS BEARING = 5'-7" A.F.F.
~ i~~~` ~ ~ i~ ~~~II ,I 1[ Ta ,~t. L1~ _~~i 1 ~ ~ i T; 'I i~i'.li~~ ~ ~ ~ I;;i i = ill~ I 1 ,IT,-~ ~I i-f1~ '~I'f-TI~ ~ '~~~'~i~ ~ I I. I,. [ i ~i. _ J I~ ~i~ I I I' il . I k~ 1~ .hl., , , . E~ _I u. , l , , E ]~1 ~ i . - ,.-1 ~ ' l-~i~~ ' ~ ~ ~'~il~ ~ 12 FIELDVERIFYROOFALIGNSWITRUSSES ~ ~ I ~ irS ~~~1 ~ I~ 1,1 ' I1-
~ i~~~ E~~I. ,i ~I,~~E r ~ 1, 1~ ; ~ ,~_3~,11_ T~~7.I.i t1~`IiT~ ~ li I'~ii~ ~ ~r_ ~~~~~i,r' i ~ I~ : ~ . , ~ ' ~ .I , ~r~ f~ i ~ I_~1) 1~ ~.i~~ II~ ~~~1 i I~jI~.'..~ ~,I ;I ' ~.u. ~i ~ ~~I~ii ~ I ~ 1 i TIr,. r-1 ; ~ i ' I
~ ~'I~r k ~ ; , , ~ ~ ~-r~,- ~ ~ ~ ; ~ ~ T 3'f ~ ~ ~ ' ~ ~ ~ ~ ~ ~r , : ; _~~~i°~ ~ ~ ~ ~ ~I ~ ~r ~ f~~ i 1~,,~~J ~ 1 iI:I I; , . _ 1~ I , ~l ~~a ; , 1 ~1,~~~1~~,~,~, , l~i,~ I V~G! ~ a ~IT i i~, L~ , , ~ ~ ~ ~ I ~ r~ ,
, ~ i I ~7~ ~ T ~iC, : I i~~. _ 1 iili I~ ~''~i~~' i~ _ii.4.l~~,.,~~~~ '~i, .~L.. i~~. .~i-~i.. TRUSSBEA 1~~ ~7 tTr~ i~1~~ i.~f']~7~ ~.~.1,' i~,~ I RING a~,~.~~ i I.~il l i `;,~~i ! Y r J~.. . . : I,7 ~ ~l~r'lt:'I'~1 11 ~ I ~I ~l;r ' ii ill~ i; ~i~ ~II~ III ~1, ~ ~~I I ~ ~ ~ 1i i 41.~ r:,it u,1~-.-r~ ~,-~l"`'(`~r ~r,
~ - - , . ' ~ ~l ~ ~ ~~i..l _,I T1Tr , ~ , EL=B-11l8 A.F.F. i_'! ~ I I-1,~-;~~,1!-,~.,~4~ ,i ~.I ! r ~ ,i~ , `i ~ ~i ; - I L I ~~~,,.~~L i 1 i ~ Ji ~'i i~i~ i ii i~~T~I ~ ~i~ ,~~i~;r ~
' i' r ;.1 WINDOW HEAD ~ ~I~' ili ,II ~T ~ ..r''- ~i~l 1~:~~j`~I~i-n ~r~"~ri ~ ~ ~il I ~~I ~ ~ ~ I~i ~ 1 I~' ~ i Il7
~ _ ~ i ~ i EL 6-BA.F.F. ,.,I"r-rr'.;~ - ~i~_Iil,,,,u 'Li ' ~ - i__,._ L~I~„1~ ~ „L I 1~ ,~~~I -i ~ L r~,1 f i' 1 I1~ J``i u i' r~_
~ - ~ ~ I! , - ` i~~ i~ ~ ~ ~ ~ ~ ' ; , ; ~ -~-~t~,~~ +'7- ,~~I~ ~~~v I~T~ i,.~~.-------------- ~
- - ~ ~ ~ ~ ~ , ; ~ ~ - I ~ , - ! ~ ~ I ~;-r i.~T I il' I~i~~?r~ I t~; " 11~i ~'7` ~
~ , Tri ~ - ~ - _ _ .~L_._ , ~ ~ ~ ~ ~ I _ 1 ' ~ ~ < < ~ ' ~ ~ . . I, I i~(~ I, f~{ ~ I i__ 1 I i~ ~'~~'~'~i ~ ~ ~ r~r~ I
t~.L~,1.41a ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ I i ~ . - ;i - ~ _ i ~»i~t,, ~i rt : , ,i~~ L'~ ]~~1 ' ~'r'; 1'~ ~T' ~~~7~T`i~~_~~ ~
i I 1 _ ~ , , ° - I I , ~ ~ + .i . ~ ; ~ ` I i' I ,-:~~i' - ~ ~ ~°~so„ „I' + - ~s ~sa~ ~ ' ~ i(' ~-~i i Y 71 ` Tll i I i ~ i ~ ~;-,~-~~~~~iL~~ ~'~f 111'~1 I~L-11i J 11'1 ~,,~;J1J~t,. ~
~ im ~ 36 ~C6D" ~ 36" fi0" _-.I ~ } ,i ~ ;fi` ~ -1- - - ~ !'i,l ili~ ~ TII',1 '-'i~l-ilTl~l'+ 'iii. I ~!Il I 1: ~la(T I~'~ ~i 11 L i,~i~ ~ II~ ~I~
ii ~ I T I i ' ~r ! . . . ~ . . . . ! ' ~~T i y~1; . . . ~ : . . ~ .I'~~,, 1 ~ ~ I ri~ , I l~I~ I YI
~ FINISH FLOOR ~ .:l~~l ~ ~e~i; I ~ ~ ~ ~ ~I _ , c~, r; i~,i ~ 3 STUCCO SILL DETAIL, TYP. 1-; ~y i~~ ~ f-rri~ - - ~ ?~r ~ !~I i,~j~~ ~I ~I I'`~l~ll ~i ;~~l~l~ll Il C'1~~~ I f` ~I i,,~ ~ ~ ~1 ,T i~l'~ ~ li ~~I ~
i ~ T - - - - JOIST BEARING ~ ' ~ i .'.,l ~ ..;.f - - _ . i ~ _._i - • - • - . ! ~ I' i~~! ~i i' I~ _ ~ i I--^''~ ~~~+7~~1~~,--~1...,~1~`,~i ,~I~ ~if ~~_~~~~~~~~~~~I~-~°' I,;~1,~~11 ~(3~TI~I 11~I~ ~~~'~~r~~_:I. I
I~ _ ~ T` !L EL-9'-1118"A.F.F. - - - 'ii ~;`fi~ ~ i~f i~~~ i,'~~~1't°'d',~,T i'~~~~ i~l l~'~~Ilil I1;.1`Ili I~ll~;,l lT~~+~[1~~~~~11 1.,~(ll~ll, -J---~-•-•- / ~
~ I
I ~ WINDOW HEAD ~
" ti - - ; , EL=B'-8"A.F.F. - ~ - ;i
, , _ i I~_;~.._ - - ~ . ~ ! " ~I , ~ ° - I 6/` ~
i~ ~ . ~ ~ ~ - ~ ~ - - ~ _ ~r_._ 1' ~ : ~
I I~ - - _ ~ _ _ , ~ . i,I~_ @ r i i . , ' ~ . 5'•1112" ~ ~
~ ~ I ~ i = - _ ~ ; ~ e I i ~~~~I ~ ~ 36'J~36" ~ (
_ _ - I ' ~ . _ _T - i- { ~ i ~ , - - , ~ i ~ n I ; ~ _~'i____ ~ ~
~ 36"~t60 36"x60 36" 0. ' ~ r ;i 36 72 'BO xl2 36 x12 36"x60" 36"'60" 36"x60" - -
_ - - . ~ i . _ - - _ - - 36"I60° . ~,i v ~yl' - - I I ; I ~ 1 ~
FINISH FLOOR , I I • ~ ~i~~ g Ill:li 1 ~ ~
~ JOISTBEARING ^ - ~ - - - - - - - - - - C~' ~ • ° I
I .~•-•,,~_T _T_. - _ - -
2x8AT P ~ - ~ ~ ~ ~ ~
~ TREL S WINDOW HEAD ,,~J 16 .G• C~' ~ a ~ I / P` M ~ I
~ EL = 6-8" SLAB - - - - - - - - I ;i ,
2ic12 ELLIS I i _
_ ~ ' ~ ~ ~ ~ ~ ; ~ ~ ~
I „ , 12 OD ~
~ • COl N ~ I ~ .
- ' , G ~
36" I 36"~60~~ ~ ~ _ 4'-4" 8" ~
. ~ I TOP OF SLAB ° C) a'-e~, I
- - ` ~ I
I - - I -
~ I
~
~ - - I ~ ~
~ ~ ~ I
~ ~ I
2 REAR ELEV ATION ~
~ L , I
I ELEVATION LEGEND I
.0 ~ ~
I 5 ~ ~ ~
~ ~ ~ ~ , I ~ ~ ''~T~''~' SINGLES/SHAKES
ii~ ~ I I ~ ~ ~ ~ ~ .~1_.,: 1~' I i
~ ~ 12 I ~ ~ f _ 12 ~ ' ' ' , , 12 ~ ~ I ~I I 'i I
, , ~ 12 ; ` ~ ~ . , ~ ~ , ; - ~ , , , . _ , _ o ~ r , ~ , l ~ , ~ 1 i1'-;~ 1 , ~ ~`T, i , _ ~ ..r ~ 12 ~..~€I I~I~I.,1' il~ i~I_I~ il7 I i.~..' I~ ~ ~,z V ~ I I
~ ; ~ - ~ . I ~ i. ~T_;~ ~ i ~ - !1J1. I h. ~ I T , I l ',I '1 ! ~i i I ii~• I - "T - - - ~ ~ -,s , 1 ~l_. ,.l ~..~,i i ~ ~ , ~ I ~ ; ; ~ i ~ ~ ; ~ n o I sTUCCO I
I1 I ~ ,r t I: , I 1~ III I f. i i ~ i__u, i ~ i' i r I • I ~ ~ I I ~ ~I !I~ ~ 1T c: 1 il~ J~ i ~ , ~ ~ ; '9 ~ ~ ,
~ 1..1~.~ .1 1, .l ~ 1 a IJ I,~~ ~,.1 ~ L''- ii.! I~ ~ ,i l I' I~, ','i'; - I , ~ I i, 1 f[, 1~ i I(~ " i.l f`I , 1 ;ii i~:"i' i, i I~l Ji ' i;i~ , ~~r ~1'';~ J-.~~-~~i 1 i~ i i _ ~ ~ ~
~ ~ . ' i 1~ _ _ riT~ 1~1 i"~ - ~ J ~I ~a. J.~ I ~ l ~ ' I ~ ~ _ ~ ' i ~ i ~ 1 ~ ' y,-r - - I._ ~.~1,, J~ € i~ [ I ~ . r~ , t 1~, i ~ ~f ~ 1~ i i+ I ~ i{~~I li ~ ~ I_ I • _ ; ~ ~ ~ I ~ I _I
~ ~ ' i I I I I ' I , i I i i ~ ~ "*~'~1 ~ 1 I.. ~,a, - 1, ~ I T_l' _ i I ~ i i L~~~~~ ~ _ i J i~ l ~ Ar ~ I la ,~i ~ 1- ` I; l i 'r'~1 ~ i o l i; i i j~L ~ _ I ~ i ~i~_, ~ji_ ~ ~ ~ I ~ ~ ' ~ ~ ~ GARKER STUCCO ~
,f _ ~ ~ . GARAGE TRUSS 12:12 SIDE TO SIDE 12 i i r~~~r f f~f f~ 1 Yl i~ I~ l i r i r f~ 1 i I L';~i I'~ i i~~ i °t . I,~ i ~i i _ ~ ~ ~ ~ ~ i; i i!~ i ~ i ~ L. ~ l l A t ~ - - ~ i ~ ~ ~ ' , ' _ TRUSSBEARING-9'-1118"A.F.F. , 1Ltll , i i 1 . i i ~ , ~IfI li i' i ; ; ~ , , , " a 'T~'~~'~`' ~ ; ; . , ~ ~ a ,i ~ ~
12 ' i : ! ; ,11171.i 1 ,i l . , l ! ~ i ,1 1 I. ~ t 11 1 A ~ ~ ~ i ~ k ' - - ~ ~ r ~ ~ 1 , li ~ ~i. ~ ~ i ~ i i ~ ~ ~ ~ ~ ,.I ~ Ili~_i~ ~,ri7~ i i r Ii..i~l I',.~ r ~ , ; ; ~ a r'` ''r,~ j~(~ ~ WORKOUT SCISSOR TRUSS I ~ ' ~ f ~ ~ ~ ~A~ ~ (12:12 SIDE TO SIDE ~
f 1 ~ ~ l,..i i_i ,~~r: l , 1~ ~1p.1. ~ ! ~ ~ ~ ' I I ; . f _ i t ~ ~ . . i _ t.y ,t , . t . y( 1 ~ ~ ..s.li ~ ~ ~ i , , i 'j n . „ 7.i_~+ ~ ~I_ . ~ . . . ~ ~ i i~ ~ ~ . ~ C .1~ ~ I ~ ~ I, _ I . . ~ 1 I ~ ' I i . `~i . i~ 1~ t I I'i`: . ~ . ~ , :.~lr 1. I i I I ; y ~ - 1.- r~~ I ~ ~ rr' - ~ B: 2 INTERIOR SIOPE~ ~ , ~ ~ ~ , , ~M ~ TRUSS BEARING =11'-1118' A.F,F.
~ - 1 t ~i~ ~ i 11 ~ ~ ~'t I .~i_~. i. ~~-..(f 1 ~ I ._1 i~ I!_~1., rsr t 1 i f i , ~ _ il T( T'..,~ f ; " - r i - - ~ ~I,~ i~l ~ ~E. ~ i 1 f E I_' -1r.1~ ti ~.~~~~r.L,e ii i i i~ .i ~ i~(i i ~ il ~ I ~ ;c~~ J ~ I~ i . _ . 'i i ' T r~~~~, ~T ~ 4, ~ 1~ # DATE ISSUED IMTH! CHANGE DESCRIPTION I
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RIGHT ELEVAT ION EXTERIOR ELEVATIONS ~
? SCALE:114" =1'-0" A2-2 I
~ ~ CONSTRUCTIOh DOCUMENTS 02.08.2007 ~
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USE FULL PLATE SEE TYPICAL ANCHOR BOLT OETAIL 1/2" DIA.x 10' A8 0 6' O.C.
ON ALL WALLS B' iHlq( OR FLOOR SHEATHING FL40R $HEAIH~NC SEE A~TERNATE BRICK LEDGE DETAIL THICKER. WASHER FOR 1/2' ~ GENERAL NOTES
ONTINUWS CbNTWUOUS M PROVIDE ADEQUATE SLOPE AWAY NUT SO DIA BOLT 4 BAND 80AR0 BAND BOARD =S
FROM fOUNDA110N WALL THAT ~/4 Dia D~ SHER FOR 3/4 1, WALLS ARE DESIGNED FOR AN EQUIVALENi FLUID PRESSU
, (6' IN 10' MINIMU~I) BOLT WASHER IS B~T LOADING Of UP TO 60 POUNOS PER CUBIC FOOT. RE LATEF r z DRAWN 1/16' FLOOR JOISi 2. iNE fOUNDATION IS D I ) PRESSURE LATERAL ~T.
~ IN10 SILL PL1TE ~ ESGNED FOR A SAFE SOIL BEARING PRESSU 2. ~ ~ LSEE CHARn PER SQUARE FOOT. THE MAXI~IU~I CONCENTRIC VERTI BEARING PRESSURE OF
m 15~IP~ O~BPAPPLIED TO THE TOP OF iWE WALL SHALL NOT Ek CONCENTRIC VERTICAL ALL SHALL NOT EXCEED
2x SILL PLA1E ~ S ER L1NEAR FOOT. CROSS ~BRIDGING m 3. CONCRETE USED fOR WALLS SNAL FR4Sr qi,~Rt NObIINAL 1-1/2' ~ Yx SILL PuTE 0 8-0 O.C. L HAVE
BEUEFONTAINE 36' YADISON L~DUNtt 30' ' COMPRESSIVE STRENGTH OF 3000 P.S,I. WALLS INWHICH MAY BY . ~ 1 f100R JOIST TO FREEZING ANO iHAWING DURINC CONSIRUCTION SHA E SUB se~r 34 uu~rs~x.~ a~~ qp~HpR LL CONTAIN UMUM 28 DAY UHICH MAY BE SUBJECTED
BaLT TO 7R ENIRAINED AIR AND CONTAINS 584 LBS. CE~IENT PER CU81( cauueus aY ~w x.au~r ~e' ~ 9/16' ~IA. ROUGH 1~CHOR BOLT AND NON-CHLORIOE ACCELERATOR )N SHALL CONTAIN SX CEMENT PER CUBIC YARD
DEUwARE att 3Y Plq(AWAY OOUNTY J2' HOLE IN SURfhCE S AS NECESSARY. ~RY.
IIII P~~ JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL 4• CONCRETE USED FOR FOpT1NGS SNALL HA DE1'nvuRE oouNn 38' p~qcERINGiON 3Y I~~~~~ COMPRESSIVE STRENGTH OF 2500 P.S.I. ~ A MINIMUM 28 OAY MINIMUM 28 DAY • (D (A v-- Q
30~ ~-FOLLOW O.S.H.A. CONCRETE ~u+~uN oouNn aY ~~o ~2' IIII I RECOMMENDATIONS WALL ~~R S~EAtHING 5, ALL REINFORCING STEEL SHALL BE A.S.T.hI. GRADE 60. )E 60. O ~ ~
~ GAHANNA 3 UNION COUNTY 34~ _ FOR SLOPE, CONTINUOUS FLOOR SHEA7HING 8. ANCHOR BOI.TS SNALL CONFORM TO A.S,T.M cRO~E ptt 3Y UPPER ARUNGiQN 3Y BAND BOARD CONTINUWS ONIO RESIDENTI , . A307 AND BE SPACEI 07 AND BE SPACED AS PER C
I BAND 80ARD AL CODE 403.1.8 , 6 ON CENTER, d~ 12' FROM ALL HiWUtD 3Y wESTErtNUF 30' IIIIII NOIE: If SILI PLATE IS t0 B TYPICAL ANCHOR BOLT DETAIL Hrs E(ACp) ALKALINE COPPER QUATERNi dc 12' FROM ALL CORNERS. •N ~~Q COPPER QUATERNARY TREATED N ~ ~
uawa ~mrr aY w~xTMMplorr 3Y - pLL TkREpD ROD A LUMBER, THEN GALVAN12ED 80LTS W1TH A MIN, G185 RATING OR S1 loGtiN Ootx~1Y 3~' CLEAN NATURAL S M Y 8E SUBSTIIUTED ~St S7EEL MUST BE USED. t185 RATING OR STAINLESS O
I~IIIII SOILS BACKfILI FOR ANCHOR 80LTS z SOIL BEARINC WALL WALL UNBAIANCED wALI REINfORCINC 7. ALL CONCRETE WORK SIIALL COMPLY WITH:
~ PRESSURE N~D1H HEiqit FILL HEIGHT I~~ a) ACI 301 "SPECIFICATIONS FOR STRUCiURA >NCRETE FOR BUILDINGS'
W~DTM LA1ESi EO110N. ~ ~ONCRETE FOR BUllf I 1500 PSF 8' B'-4' 7'-p' UNREIt~ORCED I~IIII INSIDE fACE , H~S ~ v,~EP 1500 PSF 8 9-0 -0 ~ERL 0 32 O.C. WATERPROOFING OR ~ 4' O.C. HOLEg b) Aq 318.1 BUIIDING CODE REQUIREMEN?S FOR STRUCNR
} P _ Q SILL PUTE ~R~~~i 4' O.C. I.ATES? EDITION. AL PLAI soa s~ io' s'-0' e'-o' uN~r~atCED " DAMPPROOF'ING AS OGINC ~ LL PLASTIC SUPPORi O 8'-0' O.C. STRUCTURAL PLAIN CONCRETE", E WU
1500 PSF 12 9- B-D' UNREINFORCEp IIIIII PER LOCAL CODE Tp ~p~~ 2. 8. WALL CONCRETE SHALL BE ORDERED FROM FLOOR ,IqST BATCHED Ai A MAXIMUM SLUMP OF 5 INCH TME CONCRETE SUPPUE. ~ 15D0 PSF B 10-D o-0~ 0 24 O,C,E,W, _ ANCHOR BOIT ES, NO WATER SHALL BE "ONCRETE SUPPUER TO BE L0
2000 PSF B' 8'-D -0 UNREINFORCED - p,E,~pN~ FLASHING THE JOBSITE, SLUMPS GREATER THAN 5 IN ~ ANCNOR BOLT fL4SHINC CHES MAY BE ACHIEVED I 2000 PSF B o-0 8-D bERL ~B 0 32 O.G II e~ SUPERPLASTIS12ER ON THE JOBSITE. USE OF SUPERPLASTISIZER WILL ) WA7ER SHALL BE ApDED AT 2 (7).- qAY BE ACHIEVED BY ADDING 0
3 . , . . II I ~IAXI~IUN BRICK CORBEL IS 1" PER COURSE fLOWA8ILITY OF CONCRE7E IN THE FORMWORK, ~ 200o as~ ;o o-o e'-o UNREINFORCED _ b• JOISTS PERPENDICULAR :RPLASTISI2ER WILL INCREASE
ooD Ps~ 2 0-0 -o' UNREINFOftCED TO WALI JOlSTS PARALLEL TO WA 9. P I N MATERIAL SHALL BE
~ a P 8' A'-0' 7-D' UNRE~NFO~CED III IIII 1, FLOOR Ja T LL ROR TO PLACEMENT OF CONCRETE, ALL FOREIGN MATERIAL SHALL S?~USi BE IN PLACE fOR FWNDATION REMOUED FROM fORMWORK. Q Z J000 PSf 8' 9'-0' B'-4' 1'ERT. /1 0 64 O.C. _ TO SUPPORT pE516'N LOADS QF THE 501L
P 1D' 9'- ' B'-D' UNREINFORCED - 1-1/2' q.EAR 10. ALL WALL CONCRETE SHAL 2. F100R ,101Si TO BE SIZED BY OTHERS L BE CONSOLIDATED BY THE USE OF A a~ P 12' 0'-D' e'-0' UNREINfORCED I III TO CARRY LOM OF STRUCTURE. 11, WALLS iY THE USE OF A V16RATOR.
O ~ ~ I SHA LL BE Al1GNED AND STRAIGHTENED PRIOR TO PLACEMEN HOftIIZONiAI REINFORqNG BARS MAY BE ADDEp AS REOIHAED TO SUPPORT JOIST AN CONCRETE ALIGNING THE fORMWORK ~ 1~ERi1CAl. REINFORqNC BARS CHORAGE DETAILS NTS NaT P AFTER CANCRETE PLACEMENT RiOR TO PLACEMENT OF
Q ~ ~ ~ ~ ~ - ERMISStBLE. CRETE PLACEMENT IS
IIIII (FIRST AEBAA TO BE B' IAA%. Y~5 REBAR TO EXTEND I U~ 1 1/2" CLEAR _ FROIIINStpE CORNFR) 4 A80VE WALL FOR 1.5' REBAR SPACER 12• WALLS fROM 40 FEET TO 60 FEET IN LENGIH VALL REQUIRE 1HREE
W o (~OUND YARE BY ELECiRIqAN MA #5 REBAR PL,4CED HORIZONTALLY, AND A DEADMAN. THE DEADh Y BE PLACE 'LL REQUIRE THREE ROWS ADMAN. THE DEADMAN
(SEE CHART FOR REINfORCING, IF REQUIRED) I~ BETWEEN ~E D RANDOMLY IN 1HE WALL AS SUCH iNAT TNE DISTI REBAR PLACEMENT DETAIL NTS DEADMAN AND THE END Of THE WALL DOES NO? EX( ' ~ PIACE 1 1/2' CLEAR FROM = ~ 5 REBAR ~ED TO 40 FEET, WALLS GREATER 1HAN 60 FEET IN LENGiN WIIL NEE~ TO :H TNAT THE DISTANCE 'LL DOES NOT EXCEED
3 ROWS OF REBAR AND 1NE DEADMEN P A ~ INSIDE FACE OF WALL. I I / 5 COftNER BAR TO MEET TH ~~D IN SITE-SPECIFI( 3TH WILL NEED TO HAVE THE 0 IN SITE-SPECIFIC LOCAl10NS
I ~lOAD INSIDE OF BASEMENT S OF 1HE STRUCIURE. W NO DOWELS INTO / I I _ 20'
W FOOTING REQUIRED. LENGTH ~ 5 REBAR PLACED IN f00TING r6 REBAR VEqT. 13, BRACING OF POURED WALLS IS NOT REQUIRED, N IN 41qMTY Of ELECTRIC PANEL
/ / ~ REBAR CHAIR BACKFILL ~ REBAR HORIZ. 14, BACKFlLL IM1H CI.EAN NATURAL SOILS, PROVIDE BOND BREAKER = 2-0' O.C.
BETWEEN WALL dc FLOOR SLAB ~ M - I I 15. FOUNOATIONS SHONM ON iHIS DR
6 MIL POLYETHYLENE I = BO~TOM OF FOOTING CONDITIONS SPECIFICALLY STATED ONNIHE DRAWINGNED FOR THE ~ - RESPONSIBIl1TY pF 1HE GENERAL CONTRACTOR TO DETERMI EE THAT ;IGNED FOR THE JG. IT IS THE (3 ,.j
VAPOR BARRIER. TAPE IIII ~ IS ADEQUATE TO SUPPORT THE HOUSE ON THE FIXINDATION SHOWN I JOINTS OR OVERLAP 6" GENERAL CONIRACIOR IS RESPONStBLE FOR DETERMINING THAT THE ) DETERMINE THAT THE SOIL Z 3 )UNDA110N SHOWN. THE RMINING THAT THE TOTAL
AND DiFFERENIIAL SETiLEMENiS OF iHE fOUNDATIONS ARE 'MTFIIN ' fIONS ARE WIT?-IIN THE RAL CONTRACTOR IS z
~n , r iOLERABLE LII~ITS OF THE SiRUCTURE. TH III I GROUNDING ROD DETAIL AS PER 2005 NEC ARTIC TYPICAL INSIDE ENCOURAGED TO OBT i E~ERAL CONIRACTOR I w 4(MIN.) fREE DRAINING LE 250,50 N?S AN THE SERVICES OF A$0lLS ENCINEERING flf S ENGINEERING FIRM TO ~ C) ~
~ z MAtERIAI. PLACE ON IF REQUIRED BY GO R I CORNER REINFORCIN DETER~fiNE THE SUITABIIJTY Of THE FOUNDAiION SHOWN pN THIS Df ~ Y NATURAL UNDISTURBEO ~ VE N NG MUNIGPALITY) G NTS TO SAFELY SUPPORT 1NE STRUCTURE YNTH N SHOWN ON THIS DRAWING ZO~ M r Q
~ ~ gp~ If WALLS INTERSECT AT AN AN THE BUILDING. CONTACT A REGISTERED PROFES ON~~ENTAL EFfECT L IIIIII GlE OTHER 1H L ENGINEER ~ 90~ CONDITIONS D1HER THAN TNOSE SPECIFICALLY SHOWN ON THIS FOF 'TRIMENTAL EFFECTS TO Z jyA~L ~GIISR FOR
BEND CARNER REINFORCING AT WALL ANGLE DO NOT NEAT REINFORCING S1EEL FOR BENDING ARf PRES'EN~Ep RRANTIES OR GUARANTEES, EXPRESSED OR IIAPL~ED, ~ / / / / / FREE QRAINING l~ATERIAL ~ 9Y iHIS DRANING ESSED OR IMPLiED, ~ >Qp I ~
i'i'i' 3 WA"iF.itpR00FING OR Q tY ~ ~ ~
~ ~ iiiii DANAPPRppFlNG AS PER LOC i6. 1HIS DRAWING HAS BEEN PREPAREO IN ACCORDAN , 3 AL CODE i CE WITH THE IcE w~rH THE X(%j O a~0 t
' IIII I ~ B OCK AWL 3,"", WA INFORI~ATION CONTAINED IN THE 2006 OHIO RESIDENIIAL CODE N ~ WALL ~ERPROOFlNG aR FOR ONE, TWO, AND iHREE FAAIILY DWELLINGS. ENTtAL CODE W U
a POURED CRAWL < iiiii DAMPPROOFlNG AS o < i i i~ i ~ PER LOCAL OQDE 17. IT iS iiiii THE RESP4NSIBILITY OF iHE GENERAL CONTRACTOR TO INSURE ~U;z~' ~
_ I ~ II ~AN NANRAL ; WALL ~~~~i RADON LE4EI.S IN THE CQMPLE I ~D ~ ~ S HOUSE DO NOT EXCEED THE LEVE ~ III I OIILS BACKFILL ~ I ~ I ii I I II ~ I~ I ~ ~ i„~„ ESTABLISHED BY TNE UNITED STATES ENVIRONMENTAL PROTECTiON AI t EX EED THE LEVELS AT -J r ~
- , _ 12 MINIMUM WIDTH PER ° 8' LIN < ~ iAL PROTECTiON AGENCY. W~ LY]
~ CLEAN NAiURAI ~a GRADE SET OF NWSE SHALL BE SET SUCH 7HA BASEMENi ~ i~~~ ~ q FOR ALL WALLS AND MEETS 1HE RE IR T P~~¶~ DRAINAq ~ ~ SECTION R405,1 . ~~i~~ SO~IS 9ACKF~LL - _ - - - ~ ~ 2 WASHED GRAVEL i~ i~ii~ Q~ EMENTS OF TNE I~UNlCIPALIT II = a f0011NC FGvTING BASENENT LL POSITIVE DRAINAGE EXISTS N ~ ~ ~ ~ = THE MUNlCIPALITY. W
~ = II~ I - - I ` DBMlL II I , VI 1 I~ I SQUEEN 9. LO A . ~ a c , I L CODE RE I~ UI E N 8'x8'x8"BLOCK ~ r~~E; q~,1yE~ pgAIN AT PERlNETEA e a~iiii WATERPROOFING ONRPOUR D CHONC ~~INE 1HE U5E OF DAMPROOFIN~ ;E OF DAMPROOFING OR = z
( O R L A R G E R) ~ C R A 1 h t M A R E A S p F H I G N WA1ER ~ G A R A G ES, OR WNERE WALL IS FlLL D ON w OTH SIDE O I N C R A W L S P A G :0 IN CRAWL SPACES, ~ ~ ES.
TO FOOTiNG ~ aar ~ FOOnNG~~~, iii SUMP IMTH PUMP WALL 3" DIA. REXIBLE OR i i ~ 20. NO WATER FROM ANY SOURC CAN 8 „ 4" WIDTH 4' A FREE DRNNING MATERIAL DURINC CONSTRUCTION. ~ E PUT IN THE SANITARY $EWEA E SANITARY SEWER SYSTEM
3 DIA. PLASTIC DRAIN TIIE, PLAC6 W1TH RIGID DRAIN PIPE OVER l~INIMUM TO TOP OF CRAWL FOqTING ~ ~ 2. FAILURE TO COMPI.Y WI1H ANY OESIGN SPEi;IFlCATION OR TYPICAL DR HOLES QN 90TTOf~. CO!JNEGi Tp ,~ELF * Y OF WASHED GRAVEL FREE ORAINiNG µATERIAL JEOPARDI2ES
M THE SIRUCNRA~ INTEGRITf AND YOIDS ANY WARRANTf, CONTAiNED SUMP YA1H PU~iP 0;2 GRAVITY * FOOTING WIDTH REQUIREMENTS AS FOLLOWS; - TO TOP OF CRAN~, FOOTING : ON OR TYPICAL DRANANG )S ANY WARRANTf.
22. FOUNDATION WALLS SHALL EXTEND ABOVE FLJI~I GRAr~E ~ DRA1N, LIGIiT-FRAME CONSTRUCTION ; 16" WIDTH ~IIN. ~ ~ PER SECTION 4a4.1.6 OF THE 2006 OHIO I~SIDENIIAL CODE, GRAOE ~ 1.4L CODE. OC
ONE STORY BRICK VENEER : 1fi" WIDTIi MIN. M WIDEN FOOTING BY N7pT,{ pF' BLOCK 23. NAILINC INTO CONCRETE WALL NOT PERI~ITIFD UNDER ANY CIRCUNSTI )ER ANY CIRCUMSTANCES.
TWO STORY BRICK VENEER: 21' WIOTH MIN. (NOIE: HILTI FaS1NERS OR TAP CON FASTENERS MAY B OVER TWO STORIES: SPECIFICALLY DESIGNED ~ LINTEL BEARING DETAII WELLS AND GAS BRACKETS. E USED FOR Y AY BE USED FOR N7NpOW
TYPICAL BASEMENT WALL SECTION FOR B~OCK CRAWL OR GI~RAGE .Nrs 24. WHERE IMNDOWS ARE PROb1DED AS A MEANS OF EGRESS OR
N~ TYPI A CRAW SPAC CTI NTS SHALL NAVf A SILL NEIGHT OF NOT MORE THAN 44 INCHES RESCUE, ABOVE TF :GRESS OR RESCUE, THEY E INCHES ABOVE THE FLOOR.
25, FOOTINGS ARE NOT DESGNED FOR AREAS WI1H EXPANSIVE SOILS A PANSIVE SOILS A~ DEFINED 8Y
SECTION 1805.8 OF 1HE OHIO BUILOING CODE AND SECTION 3~.~i~ CANIILEVERED 2008 OHIU RESIDENTIAL CO~E. a5~~'~ N SECTION ~F{,¢03:~.iFfl~ THE
y~p~ STRUCiURE 26. DRAWINC NOT FOR SEIS~IIC ~ DESIGN CATEGORIES Dt Ay~ CRAVA., GARACE, OR a ~P`,r " • ;•~a~ J~ ~ ~
PORCH WALL ~ WINDQW WELL SEE TYPICAL AN o~ W1LL1~+~ oN~p,•~'' W1LL{AM
~ (HEICNT VARIES) 80LT T ~OR ~ ~ _ DE All LEDGE DEP1H r f il . ~ ~ r ~
2~5 REBAR PLACED VARIES WITN ' pIU'n SIDE BY SIDE ; ~ ; ~ pjZZil\iJ ~ ~ i . ~.1 •
AT CHANGE IN ~ ~ „i ~ GRADE w ~y ~ ~,y~q7 3 ~ F_C '.iTJ47q I • ~ aL
FOOTING ELEVATION ; CRAWASHED ~ Z ~EAN NATURAL ^ '~y ~ ~ ~ Ffif$~'~:.~ ~~1 -~1~,•V,r~ •r r
+ o LS 8Ap(FILL ~ 12 MIN. F F , CLEAN NATURAL x o
~ 5 B A R, 8' I O N ~ F0011NG C O N C R E T E o 3' PERFORATED a;;;;; S O I L S B A C K f I L I ~ t BASEMENT Z PIPE fILLED IM1H Z , + ~6 REBAR AT ANCHOR RANDOMLY PLACED 3 PEftFORATEO 901.T LOCATIONS. LENG1H t C '
WALL ~ FREE ORAINING PIPE fILLED WI1H VARIE w N 3 <
MATERIAL FREE DRAININ 8' S~ /LEDGE DEPTH, ~ FREE DRAININC ~j ~ iiii C ( dc10 WALIS~ v
NATERIAL TO TOP ~ a MATERIAL WIL AN PI h~ J, ZZI 0, G TE P,E. N0, E-55478 OF FOOTiNC 0 CRAWL ~ ~ ~ ~ z , DATE
a ~ ~
a o~rAi~ s~oT TH I S DR N I S F , OR THE EXCLU I ~ ~ ~ \ REQUIRED ON ~ EXCLU IjE U SE s~~
LEDCES 24" DEEP ~F S~'PHERD EXCAVATING I ,N 4' ~D GREATER UNAUIHOR12ED USE OF iFIIS DRAN~NG CONSTIIUTES COPYRIGHT INFRING ~TING, M. ~CIN ~''c
_ ^ ANO THEFT OF PROPRIETARY PROPERIY AND NEGAlES ANY WARRANTY COPYRIGHT INFRINGEMENT DATE PROJ. N0. :S ANY WARRANN THAT
REINFORCING AT FOOTiNG II ~l1LD 07HERIMSE BE GIVEN BY SHEPNERD EXCAYATING. USE NOT AU11 EXTRA REINFORCING AT WINDOW OP M ~ BY SHEPHERD EXCAVATING WILL BE EN IN < 1NG. USE NOT AUINORIZED 6'21'2006
ENINGS ry~ STEP-UP REC JO ED AND MONETARY DAMAGE, NTS ALTERNATE BRICK OVERED, THE HOLDER OF THIS DRAWINC ACREES TO A91DE BY THE PLACE REINFORCING 1-i/2" CLEAR FR01~ INSIDE fACE Of WALL CANTILEVER DRAIN DETAIL OF ANY CONFiDENTIAUTY ACREEMENT AND AGREES N~T TO R PR IONETARY DAMAGES DRA441NG N0. TO A91DE BY THE TERMS
Nrs VWINDOW WELL DRAIN DETAIL Nrs DISCLOSE IT OR A E ooucE LEDGE DETAIL NTS NY OF IiS TER~1S ?0 ANY PERSON, FiRVA OR CORPOR IpT TO REPROOUCE OR O~ - O R C , FiRM OR CORPORATION
1MTHOU? THE PPoOR WRITTEN AUIHORIZATION OF AN OFFlCER OF SHEPf EXCAVATING, EXCEPi AS MAY BE REQUIRED BY APPLICABLE LAW. OFFlCER OF SHEPHERD
JCABLE LAW.
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I 3'-0" 30 YEAR DIMENSIONAL ASPHALT I ICE BARRIER SHINGLES ON 15# FELT ON 112"
I ROOF SHEATHING ON ROOF I
I TRUSSES 24" O.C. PROVIDE I HURRICANE CLIPS. SEE TRUSS I
~ PROFILES FOR HEEL HEIGHTS
~
INSULATION PER MEC REPORT I
I ~
.I METAL DRIP EDGE I
~ k' k~ 7~ k,~` u-~'~~'- ALUMINUM GUTTERAND ~
I DOWNSPOUT ~ € ~ ~
~ , . ~ . ~ ~ . ~ ~ i - ~ TRUSS BEARING ~
, I.
~ 1x6 FASCIA I - ~
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VENTIIATED SOFFIT I
I 1x8 FRIEZE BOARD I
I GYPSUM WALL BOARD CEILING ~
~ ~
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WALL CONSTRUCTION SAME I
, I . I 3'-0" AS BELOW
ICE BARRIER 3~'4" OSB SUBFLOOR, TONGUE I
~ AND GROOVE - GLUE AND NAIL I
~ FLOOR JOISTS, SEE PLAN FOR I
3'-0" 12 ~ ICE BARRIER 30 YEAR DIMENSIQNAL ASPHALT SIZE, SPACING AND SPANS ~
~ 12 ~
SHINGLES ON 15# FELT ON 112" 12 30 YEAR DIMEN ~ SIONAL ASPHALT ROOF SHEATHINGV ON ROOF FINISH FLOOR I .
a SHINGLES ON 15# FELT ON 112" TRUSSES 24" O..C. PROVIDE z I g
I ROOF SHEA ~ THING ON ROOF HURRICANE CLIPS~, SEE TRUSS ~ TRUSSES 24" O.C. PROVIDE PROFILES FOR HE' - INSUlATION PER MEC REPORT d I W ~
EL HEIGHTS HURRICANE CLIPS. SEE TRUSS i ~k.
~ PROFILES FOR HEEL HEIGHTS INSULATION PER M~EC REPORT j JOIST BEARING ~
~ METAL DRIP EDGE ~
I • METAL DRIP EDGE; ~ GYPSUM WALL BOARD CEILING ~
' ALUMINUM GUTTER AND , ~ , ALUMINUM GUTTEIR AND DOWNSPOUT i~ lf ;K ~ ~ 1116" OSB SHEATHING I
~ ~ DOWNSPOUT . TRUSS BEARING , + ~ , w ~
, - ~t. r' TRUSSIBEARING ~ 112" GYPSUM WALL BOARJ, TYP. I
X ~ -..p. _ INSULATION PER MEC REPORT I
1~ FASCIA 2x FRAMING PER PLANS I
~ 1x6 FASCIA - STUCCO, SEE ELEVATIONS . I
~ VENTIU~ITED SOFFIT 0 ~ I
I VENTILATED SOFF,T MATCH WIDTH TO ~ ~
~ COLUMN SHAFT BELOW 1x6 FRIEZE BOARDI - ~ ~ I
~ 1'-0" GYPSUM WALL BO~ARD CEILING
12" SQUARE WOOD ~ COLUMN ~
I ~A 314" OSB SUBFLOOR, TONGUE I AND GROOVE - GLUE AND NAIL
~ ~
f. ~ FLOOR,i01STS, SEE PLAN FOR I ~ SIZE, SPACING AND SPANS.
I
~ < STUCCO WATER TABLE I
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~ ~ K~. i'"~~ INSULATION PER MEC REPORT W I
~ ~ - ~ ~ ~ JOIST BEARING rwn _ ~
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O1 i I ~ ~ I~ 2x8 TREATED SILL PIATE WITH ~ ~
7118" OSB SHEATHIING ~ , APPROVED SILL SEALER ~ ~
112" GYPSUM WALL BOARD, TYP. ~ ~;T , ~ "v ~ ~
I INSULATION PER MIEC REPORT
~ 2x FRAMING PER PIIANS f ' I
°~r ~ I
I - STUCCO SEE ELEVI , ATIONS GRADE, COORDINATE IN FIELD I
~ ' ° A. I # DATE ISSUED IMTH I CHANGE DESCRIPTION I
~ I I 112" DIA. ANCHOR BOLTS I 72" O.C. MUST BE PLACED NO
~ . i{~' F I~~ n ~ MORE THAN 12" FROM CORNERS ~
I > >l~ ~ I W/7" MIN. EMBEDMENT
I ~ CLEAR J I I I
~ - I I. 4" CONCRETE SLAB OVER VAPOR ~b < • ~ ~ ~
BARRIER AND GRAVEL FILL - 4" CONCRETE SLABI OVER VAPOR ~ - :I ` I I
BARRIER AND GRAWEL FILL I
~ ,;I ~ WATERPROOFING SYSTEM I
I _ _ _ _ FINISHFLOOR FINIShNFL00R , ° b
~ z _ _ _ g i 8" POURED WALL ~ H A R N E S S I
~ ~ rn d ~ _ ° • - • - - JOIST BEARING W
I , '~'Ea' P .-H~4 e'c-~"~'~~~r - ' _ ' - ' - ' ~ ~ _ . _ . _ _ _ . _ _ _ _ JOIST BIEARING y I ~ _ - REINFORCING, SEE FOUNDATION I I RESIDENCE ~
I I , . ' ~ I S ACNGRREINFORCINGSIZEAND MUIRFIELD
~ -
- x EXPANSION JOINT ~ , ~ ~ j I 3'-0" MIN. GRAVEL I ~,~~~-F-•-- ~
I ~ r } ~~wY;~~~. ABOVE FOOTER A f ~ ~ J .
~ ° ,I _ ~ I ~ ~JF~i~}~1~"EA.=' t'i ~ ~ I
_ ' I ~ ~~~}~";_a a;~-- GRAVEL FILL
~e~'+-~.~.r a . - ~ ~ xti ~ ~~fA ~v' : ,fi ~ c~ , . _~...r;~~....~,.,, ~ . y ~ I ~ y~'~" 4" CONCRET~ SLAB OVER VAPOR I
j ~ GRADE, COORDINATE IN FIELD , GRADE, COORDINA1fE IN FIELD BARRIERANDGRAVELFILL I , ~iT~~~ Ryr'.t
~ ' ~ ° ` ~ EXPA~SION JOINT ~ . ~ ~ ~ ~
• 1!2" DIA. ANCHOR B L ~ o z 0 TS (c~
_ 72 O.C. MUST BE PLACED NO q? I - MORE THAN 12" FROM CORNER ~ ~ 16"x8" CONCRETE FOOTING ~
° „ S ~ Wl7 MIN. EMBEDM~NT ~~~L 'a'~ W! (2) ~,5 CONTINUOUS I t ~~'x!~-~' I
8 POURED WALL ~ 8" POURED WALL ' Keiser Design Group Incorporated I ~ r. ~
~ ~
I I , F y 16"x8" CONCRETE FOOTING 16"x8" CONCRET T.O.FOOTING~~ I . i =+a ~,-+1~ vE 4 t r y f : - • - -
E FOOTING W! (2) #5 CONTINUOUS ~ ~ • W! (2) #5 CONTINUOUS a~"h~
I B.O.FOOTING • - B.O.FOOTING 830 E. Johnstown Rd • Gahaona, OH 43230 ~ PERIMETER DRAIN TO SUMP Phone: 614,337.1664 - Faz: 614.337.1665 I
~ PUMP. IF E(TERIOR DRAIN www.keiserdesigogroup.eom
~ NOT USED, PROVIDE WEEPS I THROUGN FOUNDATION WALL. I
PROVIDE APPROVED DRAIN
i FILTER MEMBRANE OVER KDG PROJECT# 200&179 SHEET NUMBER ~
'I PERIMETER DRAIN TILE I
FRONT PORCH WALL SECTION WALL SECTIONS
2 GARAGE WALL SECTION 1 ~ SCALE: 314° Q 3-1 ~ 1 TWO STORY WALL SECTION (1 STORY SIM) =r.o° n I
L------------------------------ CONSTRUCTION DOCUMENTS 02.062007 ~
- - - - -
U
I C Q A. GENERAL ~
I ~ 1. THE STRUCTl1RE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTE R THE BUILDING IS FULLY COMPLEfED. IT IS SOLEY THE CONTRACTOR' o S ~ I RESPONSIBILITV TO DETERMINE ERECTION PROCEDURES ANO SEQUENCE, AND TO ENSURE THE STABILIlY OF THE BUILDING AND ITS COMPONENT LI G H
~ PARTS, AN~ THE ADEQl1ACY OF TEMPORARY OR INCOMPLETE CONNECTIONS, DURING ERECTION. THIS INCLUDES iHE ADDITI N F T A N D V E NT I LAT 10 N R E U I R E c 0 0 ANYSHORING, Q NOTE: EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE STAI R SECTI ON NOTES I REQUIREMENTS FOR HABITABLE SPACES OPERABLEWINDOWORFJ(TERIORDOORAPPROVEDFOR I
I ~ SHEETING, TEMPORARY ~UYS, BRACING OR TIE-DOWNS THAT MIGHT BE NECESSARY. SUCH MATERIAL IS NOT SHOIMN ON THE DRAWINGS. IF APPLIED, CAB I U~ TNEY SHALL BE REMOVE~ AS CONDITIONS PERMIT, AND SHALL REMAIN THE CONTRACTOR'S PROPERTY. THE ENGINEER HAS NO FXPERTISE IN, AND O SECTI CABO SECTI ON 303 EMERGENCY EGRESS OR RESCUE. THE UNITS MUST BE 1. HANDR,4ILS SNALL HAVE A HEIGHT OF 30" - 34", AND SHALL RUN I
I ~ TAKES NO RESPONSIBILI IY FOR, CONSTRUCTION MFANS OR METHODS OR JOB SITE SAFETY DURING CONSTRl1CT10N. 303.1 ~ OPERABLE FROM THE INSIDE TO A FULL CLEAR OPENING CONTINUOUS THE FULL LENGTH OF THE STAIRS, AND SHALL EXTEND ~
I y WITHOUT THE USE OF A KEY OR TOOL. WHERE WINDOWS ARE 6" BEYOND THE TOP AND BOTTOM RISER. ENDS SHALL BE RETURNED
~ HABITAL ROOMS ALL HA81TA8LE ROOMS SHALL BE PROVIDED WITH I 2. li IS SOLELY iHE RESPONSI81LIiY OF EACH CONTRACTOR TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% PROVIDED AS A MEANS OF EGRESS OR RESCUE THEY SHALL I
o CONSTRUCTION. THE ENGINEER IS NOT ENGAGEO IN, AND DOES NOT SUPERVISE, CONSTRUCTION. OF THE FLOOR AREA SQUARE FOOTAGE OF SUCH I ,y THE GLAZING SHALL BE OPERABLE. (4°/u) HAVE A SILL HEIGHT OF NOT MORE THAN 44" A.F.f. ALL EGR[SS OR SHALL TERMINATE IN A NEWEL POST. HANDRAILS PROJECTING I FOOTAGE OF SUCH ROOMS. ~NE-HALF OF THE OF iHE REQUIRED AREA OF FROM A WALI SHALL HAVE A SPACE OF NOT LESS THAN 1 112" BETWEEN
3. SHOULD ANY OF THE DETAILE~ INSTRUCTIONS SHOINN ON THE DRAWINGS CONFLICT IMTH THESE STRUCTURAL NOTES, THE SPECIFICATIONS, OR NATH 0.8LE. (4°/u) OR RESCUE WINDOWS FROM SLEEPING ROOMS MUST HAVE 4 I NET CLEAR OPENING OF 5.7 SQ.FT.. THE MINIMUM NET CLEAR THE WALL AND THE HANDRAIL. ANY OPEN SIDES SNALL HAVE
I V EACH OTHER, THE STRICTEST PROVISION SHALL GOVERN. EXCEPTION #1 THE GLAZED AREAS SHALL NOi BE REQUIRED WH( ii BE REQUIRED WHEN THE ROOM HAS AN ARTIFICAL LIGHT SOURCE THAT OPENING HEIGHT SHALL BE 22". THE MINIMUM NET CLEAR OPENING BALUSTERS WITH LESS THAN 4" CLEAR BENUEEN. I
I 4. GOVERNING CO~E: OHiO eui~DlN ~ IS A PERMANENT PART OF THE DWE L N G CO E L I G, SUCH A : DWELLING, SUCH AS CEILING LIGHTS. PLUGGING IN A LAMP DOES WIDTH SHALL BE 20". THE MINIMUM GIAZING AREA SHALL BE 8% OF 2, MAXIMUM RISER HEIGHT TO BE 7 314". I
I 5 NOT QUALIFY. DESIGN RODF SNOW LOAD: 25 PSF PLUS THE EFFECTS OF DRIFTING SNOW PER OBC. THE HABITABLE FLOOR AREA AND THE MINIMUM VENTIIATION SHALL 3. MINIMUM TREAD DEPTH TO BE 10". BE 4% OF THE HABITABLE FLOOR AREA. 4. NOSING TO BF_ 1" PROTRUSION I
I a. GROUN~SNOWLOAD (Pg~ =25PSF 6. FLAT ROOF SNOW LOA~ = 20 PSF EXCEPTION 2A VENTILATION - THE GLAZED AREAS NEED NOT BE ( tEAS NEED NOT BE OPENABLE TO MEET THE 4~ REQUIREMENTWHEN 5. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A I
~ c. SNOWEXPOSUREFACTOR=(Ce)=1A THEMECHANICALVENTILATIONSYSTEMINSTALLEI N SYSTEM INSTALLED IS CAPABLE OF SUPPLYING OUTDOOR VENTILATION OF MEANS TO ILLUMINATE THE STAIR, INCLUDING THE LANDINGS AND I
I d. SNOW LOA~ IMPORiANCE FACTOR =(I) =1.0 15 CUBIC FEET PER MINUTE PER OCCUPANT. :R OCCUPANT. *NOTE: THE GLAZED AREAS MAY BE OMITTED IN ROOMS WHERE
I 6. OESIGN WE LOADS EXCEP _ THE OPENING IS NOT REQUIRED BY AN APPROVED MECHANICA TREADS. INTERIOR STAIRS SHALL BE PROVIDED WITH AN ARTIFICIAL I
TION 26 INSTALL A MINIMUM OF 6" MAKE UP AIR TO THE HVI I a. FIRST FLOOR = 40 P5F n. SecoN~ F~ooR = ao asF . FROM YOUR HVAC CONTRACTOR. E-UP AIR TO THE HVAC SYSTEM OR PROVIDE CALCULATIONS VENTIlATION SYSTEM IS PROVIDED CAPABLE OF PRODUCING 0.35 LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF EACH IANDING ~ oR. AIR CHANGE PER HOUR IN THE ROOM OR A 1Mi0LE HOUSE AT THE TOP AND BOTTOM OF THE STAIR. EXTERIOR STAIRS SHALL BE I
I c. ATTIC = 20 PSF WHERE HEIGHT IS 30" OR GREATER
d. EXTERIOR BALCaNIES AN~ DECKS = 8~ PSF OR OCCUPANCY SERVE~ I e. ROOF=25PSF tJIECHANICAL VENTIIATION SYSTEM IS INSTALLED CAPABLE OF PROVIDED WITH AN ARTIf ICIAL LIGHT SOURCE LOCATED IN THE I SUPPLYING OUTSIDE VENTIIATION AIR OF 15 CUBIC FEET PER IMMEDIATE VICINITY OF TNE TOP IANDING OF THE STAIR.
ROOM NAME ROOM S.F, WINDOWTYPE REQUIRED AC REQUIRED ACTUAL REQUIRED ACTUAL TEM?ERED BEDR~Of~ MINUTE (CFM) PER OCCUPANT COMPUTED ON THE BASIS OF TWO THE CONTR~L FOR ARTIF~CIAL LIGHT SOURCE(S) fOR AN INTERIOR ~
I 7. WIN6 DESIGN PARAMETERS GIAZING S.F. GIAZ I a. BASIC WIND SPEE~ = 90 M~H BASEMENT 3lAZING S.F. GIAZING S,F. VENT. S.F. UENT. S.F. GLAZING EGRESS S.F. OCCUPANTS FOR THE FIRST BEDROOM AND ONE OCCUPANT FOR STAIRWAY SHALL BE ACCESSIBLE AT THE TOP AND BOTTOM OF EACH I
b. W1N~ LOAD IMPORTANCE FACTOR =1.D EACii ADDITlONAL BEDROOM, ANQ ARTIFICIAL LIGHT IS PROVIDED STAIR WITHOUT TRAVERSING ANY STEP OF THE STAIR. THE
I c. lMNO EXP05URE = EXPOSl1RE B NONE CAPABLE OF PRODUCING AN AVERAGEILLUM~NATION OF 6 FOOT- I CANDLES (8.46x) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 ILLUMINATION OF EXTERIOR STAIRS SHALL BE CONTROLLED FROM I
I B. SEISMIC DESIGN PARAIdETERS INCHES (782mm) ABOVE THE FLOOR LEVEL, INSIDE THE DWELLING UNIT UNLESS CONTINUOUSLY ILLUMINATED OR I
a. SEISMICUSEGROUP=I h. SITE CIASS = D FIRST FLOOR ` AUTOMATICALLY ACTIVATED.
~ DINING ROOM 145.5 S.F. CASEMENT 11.64 S.F. 3D. 11.64 S.F. 3D.0 S.F. 5.82 S.F. 30.0 S.F. NO NIA I
9. SOILDESIGNASSUMPTIONS I a. ASSUMED ALLOWABLE SOIL BEARING PRESSURE FOR FOUNDATIONS =1500 P5F MASTER BEDROOM 328.6 S.F. CASEMENT 26.30 S.F. 45.
~ b. EQUIVALENT FWID PRESSL'RE FOR WALL LOA~ING = 55 PCF GR 1 KIT 1 BR BRACEDWALL DETAIL ~ 26.30 S.F. 45.D S.F. 13.14 S.F. 45.0 S.F. NO (3) 15.0 S.F. I
I c IT IS THE CONTRACiORS RESPON5IBILITY i0 VERIFY THE SOIL IS ADEQUATE TO SUPPORT THE STRUCiURE AND THAT THE ASSl1ME~ WALL 8787 S.F. DOORICR$EI FIXEO 70.30 S.F. 140 I LOADING IS CORRECT. HOME INORKOUT 238.7 S.F. CASEMENT 19.09 S.F 70.30 S.F. 1400 S.F. 35.15 S.F. 110.0 S.F. YES (DOOR] NIA I
. 45 ~ 8. REINFORCED CONCRETE IAUNDRY 97.6 S.F. CASEMENT ~ 19.09 S.F. 45.0 S.F. 9.55 S.F. 45.0 S.f. NO NIA Sd NAILS (t~ 6" O.C. I
781 S.f. 15. STAGGERED 7.81 S.f. 15.0 S.F. 3.90 S.F. 15.0 S.F. NO N1A @ PANEL JOINTS ~
I 1. MATERIALS: SECOND FLOOR a. SPECIFICATIONS. IN GENERAL, CAMPLYIMTH ACI 301-99 "SPECIFICATIONS FOR STRIJCTU RALCONCRETE."
I b. STRUCTURAL CONCRETE BEDROOM #1 188.8 S. F. CASEMENT 14.93 S.F. 15.i 8d NAILS @ 6'-0" O.C. ~ 14.93 S.F. 15.0 S,F. 7.48 S,f. 15.0 S.F. NO (1) 95.0 S.F. PANEL EDGES I
I CIASS LOCATION F'C BEDR OOM #2 168.5 S.F. CASEMENT 13.48 S.F. 15.1
I I f00TINGS, PIERSAND l1NDERPINNING ~DO BEDROOM 13.48 S.F. 15.0 S.F. 6.74 S.F. 15.0 S.F. NO (1) 15 0 S.F. 8d NAILS 12" O.C. ~
#3 167 3 S.F CASEMENT 13.38 S.F. 15.1 II INTERIOR SLABS ON GRADE, WHLLS, AND ALL INTERIOR 350~ 13.38 S.F. 15.0 S.F. 8.69 S.F. 15.D S.F. NO (1) 15.0 S.F. IN PANEL FIELD I
I CONCRETE NOT OTHERWISE I~ENTIFIED. BEDROOM #4 163.9 S,F. CASEMENT 13.11 S.F, 15.i I III EXTERIOA SLABS ON GRADE, RETAINING WALLS, 4D00 (IMTH AIR) 13.11 S.F, 15.0 S.F, 8.58 S.F. 15.0 S.F. NO (1) 15.0 S,F. I
BASEMENT WALL, PIERS AND COLUMNS, PLACED + I
I INTEGRALLY IMTH BASEMENT WALLS AND ALL 6 NOT USED + I
I El(TERIOR CONCRETE NOT OTHERWISE IDENTIFIEO. c. /,LL DEFORMED kEINFORCING BARS: fY = 80,000 + + + I
l
I 2. DO NOT BACKfILL AGAINST BASENENT W/tLLS UNTIL BOTH THE 3LA8-ON-GRADE AND THE FLOOR ABGVE ARE IN PfACE AND CURE~. , C. MASONP,Y ~ LIGHT AND U + I
ENTILATI~N SC I ATI~N SCHEDULE + + + ~
1. SPECIFICATIONS: MASONRY CONSTRl1GTI0N AND MATERIALS SHALL CONFORM TO ALL REQUIREMENTS OF "SPECIFICAiIONS FOR MASONRY I STRUCTURES (ACI 530.1-99iASCE &99~ " PUBLISHEJ 8Y iHE AMERICAN CONCRETE INSTITl1TE, DETR0IT MICHIGAN EXCEPT AS MOOIFIEO BY iHE + ~
REQUIREMENTS OF THESE CONTR4CT DOCUMENTS ~ ~ STUCCO
I 2. MATERIALS: CONTINUOUS RAIL OR + + + I WOOD SPINDEL AT AN I
~ 112° GYPSUM WALL BOARD, TYP• a. CONCRETE BLOCK ASTM C90. MINIMUM NETAREA COMPRESSNE STRENGiH OF C.M.U. =1900 PSI. OPEN STAIR SPACED + + + + + + + + + + + + + ~
I ZXB STUDS (Q~ 18~~ O.C. G. MORTAR; ASiM C270 (USING THE PROPERTY SPECIFICATION METHO~, PARAGRAPH 32), TYPE S, MINIMUM COMPRESSIVE SIRENGTH =18D0 PSI, SO CANNOT PASS A I
~ BATT INSULATION c. BOND BEAM AND CARE FILL: ASTM C476, COARSE OR FINE TYPE, PLACED PER ACI 530.1, TABLE 7. I d. JOINiREINFORCING: HOT-0IPPEDGALVANIZEDFINI H S, 9 GAGE MINIMl1M SIDE IMRES AND CROSS WIRES, FXCEPT USE 3118 INCH ~IAMETER SIDE IMRES 4" SPHERE. TYP. 112" DIA, ANCHOR BOLT
I s<~ SHEATHING WHERE HEAVY "WEIGHT" IS REQUI{;ED. , e. BAR REINFORCING: AS1M A615, GRAQE 60, UNLESS NOTE~ OTHERIMSE 1'-0" ~ 12" FROM END OF R& I 6'-0" O.C. MAX. I
I :~'=1 4" CONCRETE SIAB OVER VAPOR f. WIRE TIES ANDANCHORS: RECTANGULAR TYPE, 311fi" DIAMETER WIRE TIES (HOT DIPPED GALUANIZED).
~ BARRIER AND GRAVEL FILL g. PROVIDE 10D%SOLI~ BEARING, MINIMUM THREE COURSES UNDER BEAMS Nu'0 C R E - _ . OU S S UNDER LINTELS. I '~r h. FILLCORESOLIDAROUNDANCHOflBOLiS. • 112" DIA. ANCHOR BOLTS 48" O.C. ~ - TYPICAL BRACED WALL SHEATHING ATTACHMENT ~
I, ~ a M UST BE PLACED NO MORE i. PROUIDE 100% SOLID BLOCKS OR SOLIDLY-FILLED HOLLOW BLOCKS FOR AT LEAST 4" ALL AROUND ALL EXPANSION BQLTS. I
I ~ THAN 12" FROM CORNERS. 3. uNTE~s ~
7" MIN EMBEDMENT i PROVIDE LINTELS OVER ALL MASONRY OPENiNGS AS INOICATEO ON THE DRAIMNGS OR NhiERE NOT NOTED AS PER 1HE TABLE BELOW. PROVIDE ~ WALL BRACING DESIGN CRITERIA ~
I. TREATED SILL PLATE MINIMUM 8" BEARING EACH END MASONRY OPENINGS SECTION I ~ I
T04'-0'L3112x3112x5118 ~ GRADE, COORD. IN FIELD a~-r~ To e~-a" L 4 x 31I2 x 5118 LLV ` I
I L~. SLAB 5'-7"T08'-0'L5x31l2M5118LLV \ ~
, , ~ ' ' ` • 8'•1"TOB'-0"L8x3112"x5118"LLV ~ ~ I ` 0. STRUCTURALSTEEL ~ : \ EXTERIOR BRACED WALL PANEL I ' • - CONTINUOUS SHEATHING, MINIMUM 7116" OSB OR PLYWOOD PER CODE: I
~ f'= \ ~ _ ~ ~ ~ i ~ ~ ~ ~ ~ ~S~ ' ~I~~ I
1. MATERIALS: \ ~ I ~~-WATERPROOFING SYSTEM ~ ~ _ _ _ ~ a. STRUCTURAL STEEL CHANNEL, ANGLES, PIATES, ETC.: ASTM A38, FY = 36 KSI, STRUCTURAL 5TEEL WIDE FLANGES: ASTM A572 OR ASTM A992, • E~ SECTION 602.10.3 - METHOD 3 ATTACHED PER TABLE 602.3(3) - - • - - - - ~ 3'~ ~ ~ . ' ~
I • 8° POURED CONCRETE WALL FY=50 KSI; HIGH STREN~iH BOLTS: ASTM A3250RA490; ANCHOR BOLTS: ASiMA3070RA36~ ELECTRODES: SERIES E70• STRUCTURAL PIPES: 1 ~ I Z - . ~ ~ SECTION 6 0 2. 1 0. 1. 1- B R A C E D W A L L L I N E S P A C I N G 50 FT MAX VNTH
I 18° GRAVEL ABOVE DRAIN ~ ASTMA530RA5D1; FY-35 KSI MIN; SQUAREAND RECTANGUTAR TU81NG: A5TMA5D0, FY=48 KSI; EXPANSION BOLTS: HILTI "KIMK~OIT III 1 OR APPROVED EQUAL. \ 3:1 DIAPHRAGM WIOTH TO DEPTH RATIO I
I _a~ Y „ M B. MINIMUM BEAM BE4RING ON MASONRY=7-1@ INCHES UNLESS NOTED OTHERIMSE. - 2 RIGID INSULATI I I , = ON \ I ~ SECTION 6D2.10.5-CONTINUOUS SHEATNING I
` , F~""~,.~ C. EMBE~MENT LENGTH OF ERPANSION BOLTS INTO SOLID MASONRY Oft CONCRETE SHALL BE AS FOLLON5:
I 1 PERIMETER DRAIN 1121NCH DIAMETER BOLTS -3~1R INCHES EMBEDMENT _ _ _ . ° _ _ _ _F~~ 3141NCH DIAMETER BOLTS-51NCHES EMBE~MENT I FIGURE 602.10.5 - BRACING AT CORNERS I
8" DEEP x 16" WIDE E. STRUCTUR4L LUMBER _ \ TABLE 602.10.5 - MINIMUM PANEL LENGTHS ~
~ ~ - CONCRETE FOOTING SECTI~N 602.10.1- 25'-0" O,C. MAX SPACING OF PANELS ~
~ WI (2) #5 CONTINUOUS 1• MATERIALS: PERIMETER DRAIN a. STRUCTURAL LCMBER INCLUOING BEARING AND EXTERIOR WALL STUDS: SPRUCE PINE FIR p20R EQUAL, ALLOWABLE STRESSES PER THE NATIONAL I
I ~ESIGN SPECIFICATION SUPPLEMENT 1997 EDITION;19% MAX. M.C. , TO SUMP PUMP b. PLYWOOD; PLYWOOD; CDX, STRUCTURAL II OR BETTER, EXTERIOR GLUE. FOR ROOf AN~ WALLS: PANEL IDENTIFICATION IND'c%24lD • 15I32 INCH MIN. SECTION 602.1a.1- BRACED WALL OFFSETS UP TO 4'~0" I ~ N
I (IMTH PLYW000 CLIPS. FOR FLOORS: PANEL IDENTIFICATION INDE% 7J1 - I 1 3 8 23 32 INCH. \ \ ~ ~ I
I c. OSB: FOR WALLS:1l2 INCH THICK WITH PANEL INDEX N24, EXPOSURE 1. FOR ROOFS: 112 INCH THICK WITH PANEL INDEX 1R24, EXPOSURE 1. FOR \ FLOORS: 3I41NCH THICK, STUR~-I~1.OOR WITH PANEL IN~EX OF 1F24, E7(POSURE 1, TONGUE ANO GROOVE. ~
I d. MICROLAM (LVL): MODULUS OF EfASTICITY =1,900,000 PSI, F6 = 2,800 PSI. DESIGN BASEO ON TRUS JOIST MACMILLAN. . ~ ~ ~
I \ ~ ~ ~ a~ INTERIOR BRACED WALL PANEL I ~ co n GYPSUM WALL BOARD FASTENED BOTH SIDES PER CODE: I
2. SPECIFICATIONS: UNLESS SPECIFICALLY SHOWN OTHERIMSE, DESIGN, FABRICATION ANO ERECTION SHALL 8E GOVERNE~ BY THE U1TE5T EDITION OF: IF WOOD FLOOR IS USED, \ I a. NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. SED, ? ~ SECTION 602.10.3 METHOD 5-112" GYPSUM BOAR~ WITH 7" O.C. FIELD
I e. us. PRa~ucr StAr~or~o Pst VERIFY TOP RISER DOES OES ~ AND EDGE NAILING PER TABLE 102.3.5 (5d COOLER NAILS OR MIN.1114" I
5 WALK OUT DETAIL n 20001NTERNATIONALBUIL~INGCODE NOTEXCEED1314~~RISE I d. CABOONEANDiWOFAMILYDWELLING COI ISE ' ~ DRYWALL SCREWS TYPE "S" OR "W" PER ASTM C 1002) ~
CONTINUOUS RAIL OR ~ W000 SPINDEL AT AN o U SECTION 602.10.4 - MINIMUM 48" LENGTHS OF PANELS ~
I 3. CONNECTIONS: W~I OPE I a. J015TS TO SIDES OF BEAMS:18 GA. GALVANIZED STO. JOIST HANGERS, UNLESS SHOWN O1HERlMSE. OPEN STAIR SPACED ~ ~ I
. b. JOISTS AND TRUSSE3 TO TOPS OF WALLS ANO BEAMS:18 GA GALVANIZEO HURRICANE ANCHORS. S~ ~ SO CANNOT PASS A # DATE ISSUED 1MTH 1 CHANGE DESCRIPTION ~
4" S c. PLYWOOD 10 FLOOR JOISTS • GLUEO AN~ NAILED- USE 8d CAATED SINKERS AT 8 INCHES OIC AT PANEL EDGES AND 121NCHES CIC AT INTERME~IATE SUPPORTS. USE DHESNES MEETING APA SPECIFICATIONS APG01 ANO APPLIEO IN ACCOR~ANCE WIiH MANUFACTURER'S RECOMMENDATION 4 SPHERE. TYP. ~ I
I d. PLYW00~ TO ROOF TRL'SSES aP. R4FTERS • NAILED • USED 8d COATED SINKERS B INCHES O.C. AT PANEL ED E ~ G S AND 1121NCHES CIC AT
I INTERMEDIATE Sl1PPORTS. PROVIDE PLYW00~ CLIPS AT MIO•SPAN OF PLYVJODD BETWEEN SUPPORTS. E. SHEATHING TO WALL STUDS • NAILED- USE 8d CAATED SINKERS @ A INCHES O.C. AT PANEL EDGES AND 12 INCHES CICI AT INTERMEOIATE SUPPORTS. \ ~
I F. ALL CONNECTORS (HANGERS, NAILS, ETC J IN fANTACT IMTH TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT OIP GALVANIZEO COMPATIBLE \ I
I . WITH THE CHEMICALS IN THE W00~. ~ ~ ~ - ' - • - - - • - • - • - - I 3 + ='-3 _ \ - s--~~ I
~ 4 MISCELLANEOUS ~ ~ ~ K~- ~ _ _ W Z I
- - ~ ' a. USE ONE LINE OF SOLIO BLOCKING OR CROSS BRIDGING AT B'-D" O1C MAX. FOR ALL JOISTS AND RAFTERS, USE SOLIO BLOCKING AT JOIST AND = ~ ~
~ EXTENT OF HEADER T1N0 ~FTER BFARING. - • - - - - - - - - - - - l b. IT IS ASSUMED THAT THE STRUCTURAL SHFATHING W1LL PROVIDE LATERAL BRACING FOR THE STUDS ANO ENTIRE STRUCTURE IF SH EATHING BRACED WALL SEGMEN~ 15 NOT PROVIDED, USE SOLID BLOCbNG AT MID-HEIGHT FOR ALL F~(TERIOR 3TUDWNLLS AND INTERIOR BEAFtING PARTITIONS ANO METAL DIAGONAL ~ - ~ ; N a ~ I
BRACING AS REQUIRED FOR LATERAL STABILIIY OF THE STRUCTURE.
EXTENT OF HEADER (ONE c. USE DOUBLE JOIST UNDER INTERIOR PARTITI N N 0 S, U LESS SHOWN OTHERIMSE. I BRACED WALL SEGMENT~ TOP PLATE CONTINUITY d. l1SE DOUBLE STUDS UNDER BEAM AND LINTEL BEAFING, UNLESS SHOWN OTHERIMSE. (1) JACK S1UD 8(1) KING STUD, GWE ANO NAIL \ ~
1 IS REQUI RED PER e. APPLY CONTINUOUS BEAO OF ADHESIVE ON JOISTS AN~ GROOVE OF TONGUE-AND-GROOVE PANELS. HARNESS ~
~ MIN. 3 x11114 NET HEADER R602.32 t. IN AREAS INHERE TOP CHORO OF TRUSSES DO NOT RECEIVE PLYlN00D OR OSB SHEATHING, PROVIDE 1 X 4 CONTINUOUS BRIDGING PERPEN~ICULAR ~ I
TO TOP CHORDS AN~ SPACE~ AT 3'-~' O.C. ~ FASTEN SHEATHING TO HEADER BRACED WALL ~a" RESIDENCE ~ TYP
WITH 8d COMMON NAILS IN 3" GRID 2' T018' SEGMENT PER 9• BEFORE APPLYING FINISH FLOORING, SET NAILS 11B INCH BUT DO NOTFILL, AND LIGHTLY 3AND ANY SURFACE ROUGHNESS, PARTICULARLYAT I JOINTS AND AROUNO NAILS. PATTERN AS SHOWN AND 3~~ O.C. IN (FINISHED R602.10.5 h. PROVIDE AND INSTALL BRIDGING FOR PREFABRICATEO WOOD TRUSSES AS lNDICATE~ ON THE TRUSS MANUFACiURER'S APPROVEO SHOP DRAIMNGS. MUIRFIELD I
I ALL FRAMING (STUDS AND SILLS) ~TYP.) WIDTH)
SHEATHING FILLER I 1000 LB. HEADER•TO-JACK-STUD STRAP IF NEEDED F. PREFA6171CATEDINOODTRUSSES ~ W I W I ~ ~
ON BOTH SIDES OF OPENING (TYP.) " ~ ~
I (INSTALL ON BACKSIDE AS SHOWN ON 16d SINKER NAILS 1. MATERIALS: 'I SIDE ELEVATION, REF. N0. LSTA24) IN 2 ROWS a. LUMBER: SOUTHERN PINE R2, ALLOWABLE STRESSES PER THE NATIONAL DESIGN SPECIFICATION SUPPLEMENT,1997 EDITION;19% MAX. M.C. ~ I
. 3~~ O.C. b. METAL CONNECTOR PLATES: GALVAN!ZE~ SHEET STEEL, ASTM A446, GRADEA, COATING CIASS G60 PER ASTM A525. MANUFACTURE IMTH HOLES, ~ ~ ~ ~
I MIN. (Z} 2" X 4° (TYP.~ PWGS, TEETH OR PROhGS UNiFORMLY SPACED AND FORMED. 1000 LB. HEADER- ~ ~ ~ Z f0 I
, „ TO-JACK-STUD 2. DE61GN: ~ MPJ~ HEIGHT 10-0 STRAP ON BOTH a. TOPCHOR~ WELOAD: 25P5F ~
I SIDES OF TOP CHORD DEAD LOAD: 1~?SF
IF PANEL SPLICE IS NEEDED IT SHALL OPENING BOTTOM CHOR~ DFAD LOAD; 5 PSF I OCCURIMTHIN24"OfMID-HEIGHT. REF.NO, eorroMCHOROUVE~ono: sasF ~ I J I U I
BLOCKING IS NOT REQUIRED. ~ T. I LSTA24) NET IMND UPLIF . B PSF ro
b. FINAL DE51GN OF MEMBERSAN~ CONNECTIONS 15 TO BE BYA PROFESSIONAL ENGINEER, REGISTEREO IN OHIO, EXPERIENCED IN SIMILAR DESIGN, NOTE: FOR UNDERSIDE OF STAIR N0. OF JACK STUDS PER RETAINE~ 8 T E OF STAIR M io ~ RE-STOPPING
~ TABLE R502.51&2 YiHE MA~lUFACTURER. S ORAGE, PROVIDE FIRE-STOPPING ( ~ c. SHOP DR4WINGS SHALL EXHIBIT THE SEAL OF THE ENGINEER RESPONSIBLE FOR THE TRUSS DESIGN. AT TOP AND BOTTOM OF STAIR STRINGEI )FSTAIRSTRINGER Keiser Design Group Incorporafetl I
~ MIN.IMDTH BASED ON 6:1 d. MAXIMl1M LNE LOAD DEFLECTION IS TO BE L1380. AND COMPLETELY DR YWALL THE I HEIGHT-TO-WIDTH RATIO: 318" MIN, e. r~,4u~MUM rorn~ ~oAO oEF~eCr~oN ~S To se u2ao. UNDERSIDE WITH TYPE-X GYPSUM WALL 'WALL THE I
I FOR EXAMPLE.16' MIN. FOR 8'HEIGHT I I I cHQCKNESo WOOD BOARD 2. MISCELLANEOUS: =-X GYPSUM WALL 830 E. Johnslown Rd - Gahaona, OH 43230 ~
i "u € - F , . . . ~ vnwviv~~~ - MIN 2~C1x3116°PLATEWASHER PANELSHEATHING a.BOLTTOPCHORDSOFALLMt1LTIPLETRUSSESTOGETHERlMTH112'DIAMETERBOLTSAT4'-0"O.C.BOLTWEBMEMBERSTOGETHERIMTH112"DIAMETER , Phoae: 614,331.1664 • F8z: 614.337.1665 I
I BOLTS AT ANCHOR BOLT PER R403.1.8 (TYP.) 2'-0" O.C. AT CONCENTRATED LOADS, OR PER TRUSS DESIGNER RECOMMENDATIONS. ~ ~ ~ . . . . . www.keiserdesigngroup.eom
OUTSIDEELEVATION SIDEELEVATION b.INARFASLM1EREi0PCHORDSOFTRUSSESDONOTRECEIVEPLYW00D SHFATHING,PR0VI0E1X4CONTINUOUSBRIDGINGPERPENDICUTART T FOUNDATIONPERCODE(TYP.} CHORDSANDSPACEOAT3'-0"O.C. 0 OP ~
~ c. TRUSS FHBRICATOR SHALL SUBMiT COPIES OF iHE FINAI., APPROVED FABRICATION DRAIMNGS TO THE DEPARiMENT OF COMMERCE, OFFICE OF ~
I CONSTRUCTION COMPLIANCE, PRIOR TO FABRICATION AND ERECTION. KDG PROJECT#20065-179 SHEET NUMBER ~
I STAIR SECTIONI ~
APA WALL BRACING DETAIL
3 STRUCTURAL N0T ES 1 STAIR SECTION STRUCTURAL NOTES A3-2 ~ I
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i i . i i i; H A R N E S S o° DANIEL ~~r I
i ~ i i i RESIDENCE ~~o o~r I
i ~ ~i i i: MUIRFIELD r~ o KEISER o ~ I
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I Keiser Design Group Incorporared I _ I
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I 830 E. Johnstown Rd - Gahan~a, OH 43230 ~
Pho~e: 614.337.1664 • Faz: 614.331.1665 I www.keiserdesigagroup.com
I ~
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I I
l KDGPROJECT#2006-119 SHEETNUMBER ~
I
l ELECTRICAL PLAN ~
1 ElSCALE: -0114" =1'-0" I
1 LOWER LEVEL ELECTRICAL PLAN ~
~ CONSTRUCTION DOCUMENTS 02.06.2007 ~
~ ~ ~ - - - - - - - - - - - - - -
~ f--- ,
U I C ~
I a ~ ~
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~ / ~ / ~ ~ ~ ~ / / / \ I
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I SMOKE I ~
~ ~
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~ ~ ~ ~ ~ ~ _ _ _ SMOKE SMOKE SMOKE ~i
I I~ ' I r
' ~ , ~ i,
- ~ ~ ~ ~ ~ I
- - ~ i I . I
- - I
I ~ _ I
~ _ _ ~ ~ ~ ~ I _ ~ , ELECTRICAL LEGEND ~
~ - - , ~ , ,
~ ~ I - - I, SMOKE I
~ , ~ ~ ~ - - A 1~ 'i 'i.
1 v~ _ 'I ~ ~ CEILING MOUNTED FAN I
- ~ ~ ~ ~
~ ~ I ~ SMOKE J I
- GDO GARAGE DOOR OPENER I
~
I~ d TELEVISION LOCATION ~
I~ ~0 0 ~
I I I 4 I r3 3-WAY LIGHT SWITCH I
I' ~
~ I I ~GFI GROUND FAULT INTERRUPTER ~
~
~ I I ~P20 220 VOLT ELECTRICAL OUTLET ~
~ I I
~ I I PHONE TELEPHONE OUTLET I ~
I ~ ~ ~ i
~ I I O CAN LIGHT FIXTURE ~
~ I ~ I J ~ QF FLOURESCENT FIXTURE I
~ I I ~
~ I I WALL MOUNTED FIXTURE I
~ I I CEILING MOUNTED FIXTURE I
~
~ I I I ~ ELECTRICAL OUTLET I
$ LIGHT SWITCH I
I-
I' O BATH FAN I
I ~
I ~ SMOKE DETECTOR I
I ELEC. ELECTRICAL PANEL I
I I PANEL ~
~ ~
I . ° GAS HOOK UP ~ GAS
I ~
# DATE ISSUED IMTH 1 GHANGE DESCRIPTION I
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I H A R N E S S o DANIEL °a ~~~r ~
I RESIDENCE ~~o o~~ ~
I MUIRFIELD 1 o KEISER p I
I rr ~ ~,0 11548 Qo
I tl~~o o~~ ~ t` ~ 0~~~000~~~0 ~ H I
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I Keiser Design Group Incorporated I
I i
I . 630 E. Johnstown Rd - Gahao~a, OH 43230 ~
Phone: 614.337.1664 • Faz: 614.337.16fi5 I www.keiserdesigngroup.com
I ~
i
. ~
i KDG PROJECT # 2006-179 SHEET Nl1MBER ~
~
i ELECTRICAL PLAN ~
i
1 SECOND FLOOR ELECTRICAL PLAN I 1,563 S.F. SCALE:114" =1'-0" El-2 i ~
~ CONSTRUCTION DOGUMENTS 02.062407 ~
i L - - ~
„ - ~ , . _ - _ . ~ , , , . . ; , , r . . . . , ff f ~i~ - - .
, . - :r' . ; _ n .~T._T,._- , - _ _ _ _ . ^ ~
_ , _ ~ - - ~OUNDArtION NOl`ES ~ I
c 2
~ ' - A2-1 d 1, All 8" FOUNDATION WALLS SHALL NAVE A MINIMUM 16" z 8" I
I 3 O c~ 80'-4~~ CONTINUOl1S POURED CONCRETE FOOTING. I
~ . ~ 2. ALL 12" FOUNDATION WALLS SHALL HAVE A MINIMUM 20" z$" ~
~ ~ a~ ~ ~_8„ $-0 CONTINUOUS POURED CONCRETE FOOTING. I
p 25~~~~ B ~B~-8~~ 3. REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRUCTURE
I ` 13'_0~~ 19'-0" ~ INFORMATION I
Y 8,~„ 4. STEEL DIA. PIPE SIZES TO BE; I 18'•8"
~ ~ 113-5 18'•~" ~ ~ , „ 13'•0" 11 •11 3" DIA, _.216 (OUTSIDE DIA, = 3.5") ~ 4" DIA. =.231(OUTSIDE DIA. = 4.5")
N 19-0 5. 6UILDER TO VERIFY THAT ALL STRUCTURAL LOADS TRANSFER TO ~
' V - - - - - - - - - - I I';/,J _ _ _ _ _ FOUNDATION. ~
,~.~i..G 8. CEILING HEIGHTS IN BASEMENTS SHALL NOT BE LESS THAN 7'~" CLEAR, I ' ; ..1.::..1 _ ~ ~ ~ EXCEPT UNDER BEAMS, DUCTS OR OTHER OBSTRUCTIONS NMERE THE
~ ~ ~ I CLEAR HEIGHT SHALL BE 6'-8" MINIMUM. I
I ;.I - I , I~ 7. ALL PREFABRICATED CONCRETE LINTEIS AT FOOTING LEVEL CHANGES I
I I : O ~ q q / io ~ ~ j i ~ ~-~o SHALL HAVE 8" MINIMUM BEARING AT EACH ENO. ~
"v "v ~ ~ ~ ~ ) 8. WINDOW WELIS 1MTH A VERTICAL DEPTH OF 44" SNALL BE EQUIPPED
2x8STUDWAIL, I I 1MTH A PERMANENTLY AFIXED LAODER OR STEPS USABLE VNTH THE I
~ , ~ ' i~ , , ; i% , IYP, (a~WALK-OUT I / I ~ i. ------I~ I ~ WINDOWS IN THE FULLY OPEN POSITION, IADDER OR RUN~S SHALL
~ I I 29114"LVL o r----- ~ W8x18 _ I HAVE AN INSIDE WIOTH OF AT LEAST 3° FROM THE WALL AND SHALL ~
~ Q ~ ~ - fV N / ~ . . . . . . ,i,~.~ . . I - - - - - - ~ T T / ~ BE SPACED NOT MORE THAN 18" O.C. VERTICALLY FOR THE FULL I
I ~ 'v i ~7 ~ ~ ` I ~ - - - - - - - - ~ 7 / s~p ~ I HEIGHTOFTHEWINDOWWELL. ~
I ! I ~ ~ _ - ~ _ ~ _ _ _ ~ ~ _ _ _ ~ ~ ~ ~ T I N STEP FOOTIN AS ~ ~ I 5 . .
~ I%',, ~ ~ ~ ' REQ'D fORW K-OUT I ~ I Q SMOKE - !7 % ~ ~ :OUT ~ ~ i ~ ~
~4 ~ ~ a / I ~ I 4 - ~ I I I ~ ALTERNATE COLUMN DETAIL
~ < , ~ I I I N --------~---~-----------------------I ~ i
~ v~ - - I< ~ - I
~ - - - ~ I I I I SCHEDULE 40 ADJUSTABLE ~
~ I I 4~.p~~ ~ . ~ 15'•1 12 ' ~ PIPE COLUMN, SEE PLANS
°4 ~ ~ °4 ~ N ~ y~ . ~ ( ~ " FOR R~QUIREp qIAMETER, / ~
I. ~ N ~ I ~ ~ ~ ~ (1)11718 LVL , ~ ~ ~ ~ ~ ~ ~ 32"x1A" I la (3" DIA. IF NOT SPECiFIED) ` I BASEMENT ~ ~ ~ ~ "
I . ~ ~ I~ n ~ • UP ~ ~ I ~ I WINDOW I N ~ CONCRETE SlAB ~ ~ I
~ - ~ ~ ~ 16R ~ N~ ~ T Y P. " PER PLAN~ 1 I ~ ' ~
I - - ~ I N ~ UNFINISHE vI ~ ~ I• I ~ ' Z'i 1 I
~ ~ - - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ , ~ , ~ ~ n a a ~
~n ~ - - ~ ~ ~ 4 1 I'' I N ' i
~ _ I
~ ~ i , , ; , ; _ - - ~ ~ . ~ ~s~~o , ~ i ~ , ~ 16-0 ~ - ~ , . ~ ; 12-6 ~r . / - - ~ ~ 1 7'- 0" I~ ~ ~ 1 , _ e' ~ ~ ~ ~ ~ ~ ~
I " a I _ _ _ ~ ~ BEAM I~ I ~
I'; 3DtA.,ON ' ~ 36 x36 z12" r ~ - - ~ ~ POCKET, ; , PAD SIZE & REINFORCING / I I I I nP. I PER PIAN ~ / I
~ . z:. I ~ 1 ~ _ - CONC. FTG. ~ - _ ~ ~ I ~
~ - I~ LOAD -10.OK ~ I ~ ~ _ _ _ - ~ ~ I ~ ~ ~
N ~ $ I - _'3~--I- I M ! - - ~ ~ - - I W10x19CONT, I / ~ ~ ' I
- ~ ~ I ~ ~ ~ ~ ~ I I I'~ I NOTE; ALL PIPE COLUMNS INSTALLED PER THE ABOVE DETAIL ~
, I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ % - - J ~ _ I I.; I SHALL BE CONSIDEREO AS A FIXED COLUMN FOR LOADING I ' I:; PURPOSES. IN AREAS WHERE THE ADJUSTABLE SCREW CANNOT
~ ~ I i ~ ( I ~ ~ ~ I ~ BE ENCASED P~R THE DETAILABOVE, IT IS THE BUILOERS I
;2, % " VL ~ 3" DIA. ON ~ 3 DIA, ( ~ ~(1)11718 L I 3 DIA. • ~ ~ 46"x48"x12" 54'x54"z ~ 3" DIA, ON q RESPONSI8ILITY; TO VERIFY THAT THE COLUMNS INSTALLED 54"x54"x12" ~ I ~ I%% ~ ~ ARE RATED F0~ THE LOADS PER THE STRUCTURAL ENGINEER I
54"x54" 2 OLI % r " ~ FTG. I CONC. f ~ I,; ~ ~ CONC. CONC. F G. _ ~ IOCKI G~ OAD = CONC. FTG. I LOAD = 25.OK i . ~ ~
, I I;;: I>~ ~ K ~ , ~ I ~ I ~ ~ LOAD 22 0 OAD = 25 K ~ ~ ~
~ - ~ ~ ~ ~ ~ ° 3" OIA N SM KE ~ ~ 3" DIA. ( ~ ~ ~ 3 DIA.ON . VATED / I n I 48"x48"~ I";' UNEXCA ~ ~ , 12~~ 54"x54 2 3" DIA. ON • I'- ~ ~ 48"x48"x12" ~ I
1t ~ ~ ~ , ~~,x5a x a ; ~ ~ 4 . F G, Jb CONC. I , ' ~ I, 8A I. ONC. FTG. ` CONC ~ I „ E I C ~ I - C O N C. F T G. I S- I D B L O C K I N~' - ~ STRUCTURAL LEGEND - ' , I
~ 4(3,500 PSI) GONCRET M _ LOAD = 25.OK o~ LOAD = 25 K 4 r- ~ Q/ ~ RBARRIER : I ~ . I ON 6 MIL VAPO ~ I , - - - - - ~ % -
~ / ON4GRAVELCONCRETE ~ / ~ - _ :I ~ I ~ D 00 1~ \ I _ ~ ~ ~ ~ _ _ _ ' _ ~ ' ~ - .----==~-~a~~-- _ f'~~-- ~ I ~ ~ ~
I TOBEAIRENTRAINED(3/o-7/) I. _~v~ _ _ _ _ _ - 1 ~ ~ i_ 1 I ` ~ ~ SLOPE FLOOR TO GARA~E DOOR I,,, _ _t_ _ - ~ I ~ I I , I ~ 4 , N ~ ~ I
~ ~ ~ ~ ~ . ~ I L_---. - - ~ N ' ~ ~ - - - - - _ I I _ _ I- -~---~M $ I ~ , TRUSSlJOISTIRAFTER INDICATOR ~
_J _ + =a~-_~--- - ? I ~ ~ $ 1 W1 x19 CONT, _ ~ ' ' DI E TION OF SPAN ~ I I I~ ~ ~ I ~ , R C ~
<;; I w I il I , ~ I ~ t ~ ~ ~ ~ ~ I , ~ I J , I ~o ~ 2 1~----- EXTENTS OF I
~ ~ ~ ~ -0" 2'-11" 3,A,~ ~ ~ ~ _ J ~ 7 ~ ~ _ ~ ~ ~ I 2 ~ I'i~. l_ _ - JI - t ~ 'i
~ 4 ~ ~ - ~ ~ A2-2 ~ % ~ ~ ~C ~C - - „ ~ ~ % , ' 16'-0" 18-0 ~ 14'-0" I~ I HEADER I LVL I DBL JOIST (SEE PIAN FOR SIZE} i
~ ~ ~ ~ 11-7
~ ~ 14'-2" ~ 5'7 • ~ ~ ~ . ~J ~ GIRDERTRUSS ~
' ~ --------E 7 ~ _ I I __...I I I,!, ~ ~ r CONCRETE FOOTER,12" DEEP (SEE PIAN FOR SIZEj I
i - - - - ~ I 3--- ~ ~ , , I ~I I o ~ ~ i I ~ I ~ ~ a-T--- STEEL COLUMN I
i ~ ; ~ r I J (0 I W~ I - I I r J ~I ~ I _1 I -
I ~ p`p . ~ i ~ _ I ~ ~ ~ r ~ I! ~ ---y---- STEEL BEAM (SEE PIAN FOR 51ZE) ~
,-~i ~ ~ r ~ ~ ~ I „ . ,'i . ~
jI I ~ ~ N i ~ I N I I j ~ - STEEL BEAM POCKET IN FOUNDATION WALL ~
I I: ~ , I ~ I ~ i I ~ ~ ~ , I I~:; I FOOTER REINFORCING SCHEDULE I ~ ~
I ~ ; ~ i I ~ / I ~ ~ . ~ ~ ~ I 30"x3U"x12" _(3) #5 E.W. I
, ~ ~ , ~ ~ , , I , - , ~ I < ; ,~i' i ~ - --t . ;r /iJ I o~ - ~ ~ y 38"x36"z12" =(3) #5 E.W, j~-- SOLID BLOCKING
~ ~ ~ - ~ N I ~ ~ 42"x42"x12" _(4) #5 E.W. ~ ~ 48"z46' x12" = (4) #5 E.W. I
~ ~ ~ Q f+l N ~ ~ ;I ~ , ~ 54"x54"z12" =(5) #5 E.W, DIRECTION OF ROOF PITCH
~ ~ ! , , f, ; ; , . I ~ i I I , " _ _ 60"x60"x12" = (e) #5 E,W. ~
~ ; 4" 2,500 PSI ONCRETE ONCRETE ~ r ~ SEE SHEET A3•2 FOR STRUCTURAL NOTES
~ ~ ~ I I ON 6 MILVAP R BARRIER
I Ep I ON4"GRAVEL ONCRETE I ~ ~ UNEXCAVAT I, I I ~ TO BE AIR EN D(5%-7°/0) . 0 CREITE I ~ Q PROVIDE 9LOCKING AT 24" O.C, AT JOIST I D(5%_~o~p) I;, i ~n N pARALLEI TO FOUNOATION, TYP, ALL HEADERS AND BEAMS TO BEAR ON DOUBLE STUDS E4CH SIDE, U.N.O. I
~ ~ ~ ~ I
~ ~ ~ - ~ ~ ~ ~ - - I I ~ lVl. DATA SHEETS MUST BE PROVIDED AT # ~ATE ISSUED 1MTH! CHANGE DESCRIPTION ~
~ I I :7 / . , ~ l, f.i,~.i i1/:~iii ~ ~ ~ '/'~1j ~ I I Q i:, _ _ _ _ FRAMING INSPECTION, I
O I ~ %
~ ~ ~ a % ~ ~ I ~ _ ~ FIRE STOPPING SHALL BE PRQVIDED TO I
I ly ~I I p I CUT OFF ALL CONCEALED DRAFT OPENINGS
I I UNEXCAVATE , I I ~ i (VERTICAL ANO HORIZONTAL) AND TO FORM I AN EFFECTIVE FIRE BARRIER BENUEEN I
I . I 4(3,500 PSI) CONCRETE , I I ON 6' MIL VAPOR BARRIER STORIES AND BEiV11EEN STORIES AND ROOF
I ~ ON 4" GRAVEL CONCRETE . ~ ~
' ~ INED 3%-7°/0 ~ i I . . _ _ _ TO BE AIR ENTRA ( ) I
• ' ~ I SLOPE FLOOR TO GARAGE DOOR . ~ , I, , N N I!"' N I , ' i%, I I SMOKE DETECTORS SHALL BE INSTALIED ~.ti,1'~~~~~,itltt ( INSID~ EACH BEDROOM, OUTSIDE EACH ~ t I N oO~po00000 ~
I I SEPARATE SLEEPING AREA IN THE IMMEDIATE ~~~~o °~,oo~~~t~rr I
I I ~ ~ ~ ~ ~ VICINITY OF THE BEDROOMS AND ON EACH H A R N E S S ~q q F100R, INCLUDING THE BASEMENT, THE g DANIEL o ir r I
~ ' ~ ~ ~ 0
~ ~ ~ ~ WI~H BATTERY BAC UP AND GONNEC EDD R E S I D E N C E 1~° ~
~ , ~ ~ ~ ~ TOGETHER MUIRFIELD r~~o KEISER a ~ ~rr ? 11548 0 ~ I
~ ~z 5~ ! r~o o ~
~ ~o ~ a ~ I FOUNDA?IONWALLDESIGN-POUREDWALLS rit~~jp°°°~~^°°°,~ ~ ~ ~ ~
I ~ IW i ~ ~ ~i~~~~~~~ ~ ~8 M~~,~ ~,~~8 ~~ltt~ 1 ~~ti ~ ~
~3 REINFORCING fy MIN, = 8,000 PSI I
I I~ MAXIMUM EQUIVALENT SO~I PRESSURE = 55 PSF I
I I ;I i li REINFORCING WALL THICKNESS I
l ~ I I I 8" 10" ~ 2"
I I ~I I I NONE = 1.85' 9.1' 14.3' i
I ~ I #4 @ 24" O.C. W 925' 10.33' 11.0'
~ I ~ fl.: i~:~ ~ ~ / ~ / / ~,;'~:i i I i i: ~ ~ ' i ~ ~ ,~;;'i~ :7:y ~ ~ ~i i.,; :~I, ~ ~5 24" O.C. = 10J' 12.1' 12,75' ~
I ~8 24" O.C, ~ 12.1', , 13,33' 14.0' , ~
~ 12,~„ ~a~-o,~ 14'-~" 8~_p~~ 3~~~~ Keiser Design Group Incorporated I
, y~~~~ r-~o° . za-a ~ 1-10" MOST NEW CHEMICALS USE~ TO PRESSURE TRFAT Ll1MBER I
8'-0" 3~-~° HAVE BEEN FOUNO TO BE INCOMPATIBLE 1MTH SIANDARD I
~ 3Z~-0~~ 24'-0" GALVANI2EDCONNECTORS,BOLTSANDSCREWS,ASINELI B3~ E. Johnstown Rd ~ ~ahanna, OH 43230 I AS MANY PNEUMATIC NAIL PRODUCTS. WHEN SELECTING Phone; 814.33T.1664 • Fax; 814,337.1665
~ 13'-0" FASTENERSANDIORCONNECTORSTOUSEWITHTREATEO www.keiserdesig~grouD com I
~ ~ 80'-0" LUMBER, PLEASE CHECK FOR CORROSIVE CAMPATIBILITY
I: ~ 1SSUES, NMEN USING STAINLESS STEEL OR G•185 HOT DIPPED ~ GALVANIIED METAL PROOUCTS, THE CONNECTORS ANO
_.___.._......,,w~.,~~..n~nrnir~Al1C1A11T[DIAI ~nnnnni~nruonne~~n SHFETNUMBER I
I hA5ltNttij MU5115CmHUCurinc onnizrin~~~m- I r\WMW[~j ixcvuvua
I
~ ~ A2•1 ~ LOWER LEVEL PLAN Al
SCALE:114 1 0 ~
~ CONSTRUCTIONDOCUMENTS 01.182007 ~
~
ER LEVEL PLAN 1 LOW ~
~ ~
- - - - _
~ i ~ ~~~a~ ~~~~~..:~°,~?,."~:5.,~:`~~~~:~"'.'''_",;~':'~~~~'i+~~~~`+~'~.'~ ~~~`+~'~.`~~'~',~~~'~,"~"`~°;°~°~,'~~`.,~~'.~s~':~~~"~!~~}";~~:~~ ~~~a,-~~~as~^~~ ~~~~r~r~?~~a~~~'-.~~`~~"aa°~~~,~ _ ,~.~,E.~ 'r'~=°'~~~~°~1
I . c FLOOR PLAN NOTES
d Z ~ ~ o' A2•1
~ ~ ~ 1. ALL DOORS SNALL BE 8 FROM ADJACENT WALL UNLESS NOTED ~
rn 53'-9" ~ - OTHERWISE. CLOSET DOORS TO BE CENTERED IN CIOSET U.N.O. I
a~ ~ ~ ~ 2. ALL STUD WALLS TO BE 2x4 STUDS @ 16" O.C. U.N.O. ALL ~
I ~ , 8'-10" 34~~2° 5~~2~~ 5~~2~~ DIMENSIONS TO INTERIOR WAL~S ARE TO FACE OF STUD. ; I
Y 7-7 DIMENSIONS TO EXTERIOR WALLS ARE TO FACE OF S,HFIITHING 1~, I
~ ~ ~ I - o - - - . . 3. A READILY ACCESSIBLE ATTIC ACCESS fftAMED OPENING NOT LESS
N 4'-4" 3'-3" 3'-5" 3'-5" 4'-B 718 " 6'-3" 5~~° 2~ 8~ 5° 9" z~ Z~ z~.7° Z~.7° THAN 22" x 30" SHALL BE PROVIDED TO ANY ATTIC ARF1~ HAVING A~ ~
I ~ CLEAR HEIGHT OVER 30". , I ~'j~' 4. REFER TO STRUCTURAL NOTES SHEET FOR GENERAL STRl1CTURE I
I I INFORMATION ' I
I 5. ALL WORK SHALL BE PREFORMED IN ACCORDANCE 1MTH ALL
~ ~z~ zXe (2) 2x8 APPLICABLE NATIONAL, STATE AND LOCAL CODES ANU REGUL4TIONS, ' I
I CONTRACTOR SHALL VERIFY ALL CONDITIQNS AND DIMENSIONS AT SITE ~ ~
4 ~ I ~ a ~ 8. BEFORE BEGINNING CONSTRUCTION. ANY DISCREPANCIES SH~LL BE j I
~ I REPORTED IMMEDIATELY TO,KEISER DESIGN GROUP IN WRITIN~ FOR ~ I
~ ~i ~ JUSTIFICATION ANDIOR COR~ECTION BEFORE PRO~~EEDINGIMTH WOR I
I ~z~ 2Xa 4 CONTRACTORS SHALLASSUME RESPONSIBiLITY FQR ERRORSTHATAR I
I N NOT REPORTED, ~ ~ ' oa ~n~cu~nrEO' No N~u~a s~A~~o,' I
~ ~ Irl~l ~Y~r~ . I+O~ ~Y~ W n 2 2X~2 1~ ~ W 1 All DIMENSIONS SHALI B~ R~AD i; ~ ~2~ 2x~2 CONTRACTOR SHALL INSUR~ COMPATIBILIIY QF T~E Bl11LDING WITH Al~! I
(2) 9114 LVL (1 I 2 2x8 ~ - . _ ,
~ iz /i~ IIz I iti ( I~'L SITE REQUIREMENTS. I
~ 8. ALL WOOD, CONCRETE, AND STEEL MEMBERS SHALL BE OF A GOOD 1 I
I ~ ~ ~ ~ GRADE AND Ql1ALITY ANO MEET ALL NATIONAL, STATE, AND LOCAL 1
I o ~ ~ BUILDING CODES NMERE APPLICABIE, 1 I
I 9. All WOOD IN LOCATI~NS SUBJECT TO TERMITE DECAY SHALL BE I
I PRESSURE TREATED (CCA) OR BE OF AN APPROVED DECAY RESISTANT ~
I SPECIES. TNIS INCLUDES, 8UT IS NOT LIMITED T0, ALL EXTERIOR DECKS, i
BEDROOM 1 ~ BEDROOM 2 BEDR(DOM 3 ROOM 4 ~ • 'v OM 4 SILLS AND SLEEPERS ON CONCRETE OR MASONR~", 4R IN DIRECT
~ ~ CONTACT IMTH GROUND. ~ I s• 10. WALL STUDS SHALL BE ONE PIECE FULL HEIGHT. ~ROVIDE A MINIMUM Of
2 STUDS AT EACH SIDE OF ALL OPENINGS. I
~ ' 5'-0" CEILING ~ ~ ~ ~ SMOKE I 11. ALL BEDROOM WINDOWS SNALL MEET CODE REQU~IREMENTS FOR ~
. ri:;;~ ~ EGRESS. EGRESS CLEAR OPENINGS SHALL BE A MINIMUM OF 5.7 SQ. FT, I
~ 4~-4^ ''%i' i'~::':, ; 3~.7~ • 1p" g~_5° q~.p~~ 2~_9~~ 4~_~~~ ~,11" ~,.2~~. 4'•a' 5'-10" 4'-5" 7'-6~~ ,0~ 7 6 r~ WITH A MINIMUM CLEAR OPENING HEIGHT OF 22" AN A MINIMUM CLEAR I
~ 4 ~ ~ ~ cE ~G?~~;:~,- 6 8 , OPENING IMDTH OF 20", SILL HEIGHT SHALL NOT F~( EED AB~VE THE I
, . I l` I ~ , .T,."'"' ~ ~ I ~ ~ FINISN FLOOR. "
i n ¦ ~ V I ~ I B-0 CEILING °P SMOKE S OKE SMOKE N ~ fV II i N ~ I ~ 12. ALL ANGLED WALLS ARE 45 DEGREES U.~J.O. ~ I
I - - - ~ i ! ~ I
~I ~C I IMC---:_: I ~ ~ ~ .~y ! ~
I I• I I' - ~ ~ - - -RaS R8S ; i` I
I - - - - ~ ~ ~ M ~ _ ~ II N ~ N ~ ' N ~I z ~ ~ ~
I ~ Z I~ I~ N ~ w N M , A2-2 ~ I_ . . ~ ~ 2-4 . ~ C d ~i ~ ~ ~2 ~ Ii ! i ~ ~
I;~ b d lk p~ ~ - - ° ~ ` ~ 4 ~ ~ ~ 4 5 ~ ~ ~ ~ 4~~ _ I
~ _ - . r a' " 1 I ~ IW ~ r,' ri I C ~ I ~ I BATH ~
I _ _ 0 . cv ~ 22"x3 ; ~ ; ~ V ~ I ~ ~ ~ I
I I ~ ATTIC SMOKE ~ - - ~ ~ QO . II ~ACCESS ~ ~ ~ ~ ~
- - ~ i' ~ ~y 1~~ N I - i O ~ ~I I
. ~ ~ ~ DN 1fiR ~ ` ~ ~ C~ M - I
, ~ ~ - - - - i~ N R&S R&S Ra ~ ~ . Mro c _ ~ ~ ~ N ~ $ - yro ~ I
~ ~ ~h BATH ~ I 'v BATH (
o ~ ,1„ 4~-0" 14" 2'•2112" 4'~" 1'-111I2" 3~-4" ~~_2~~ 4~_~° , . . 3 ~
~ ~ ~ 8'•0"GEILING ~ LINEN d ~ o ~ STRUCTURALLEGEND ~
I , Y ~ o . i,~;, ~ ~g ~ . 0
~ v ~ ` - ' ~ ~ . ~ ~ ~ r~ : , , . _ ~ ~ 8' ,,.c IN ( I ~
N G• r, ' 2~c12 8-0 CEIL G ~ ~ , ~ ~ ~
I , ~ ~~,J~ f' s e / ~ TRUSSIJOISTIRAFTER INDICATOR ~
~ °P ~p . , f~' ' iv cv /j'!'' ~ DIRECTION OF SPAN I 1~---- ExTENTS OF I
I ij' f,l:;i~~~'
~ ; ;1 ~ ~ ~ ;i/ HEADER / LVL ! DBL JOIST (SEE PIAN FOR SIZE) I
;:;:~r ; ~ I ~ ~ _ ~
,r/ I ~~j; P;;~ BONU ROOM .OPEf3;% , - - - GIRDER TRUSS I
I i C~II.IN~ ~ _ ; ~ ~ r ~ CONCRETE FOOTER,12" DEEP (SEE PIAN FOR SI2E) I ~ ~ ~ ~-r
e ~ ' ; , ' +'-7~'; , ~ , , . . , ' ~ i: STEEL COLUMN ~
i; , r~ I;: I
I ~ ~I f~.'{ J `r i • ~ ~ J I J C7 ~lii' Q ~ STEEL BEAM (SEE PIAN FOR SIZE) I
Q 'r' ,~~/f% Z Z 3 I ~ ~ j %,I 'J J III _
~ :;,i/.''• W ~ _ ,.f. V ;.i, - . ~ ; ~ ~~~j ~ STEEL BEAM POCKET IN FOUNDATION WALL ~
I 2 i~; I ^ : _ i ~ v POINT LOAD LOCATION I
i f%/ p~ v c0 i"/ - q i 4 ' ~ Q I q ~ ip
I t,':'~ _ ; j~-SOLID BLOCKING I
I 7'-2112 " I
3~~7° ~3~.~p~~ 23'-8112" 4'-4" 1'-3" 7'-2112" ~ t~~ DIRECTION OF ROOF PITCH I
~ v ~
3'-7" 13'~10° ~~-0~~ ~
SEE SHEET A3-2 FOR STRUCTURAL NOTES ~
~ ~
~ 53'-5' ALL HEADERS AND 664MS TO BEAR ON DOUBLE STUDS EACH SIDE, U.N,O. I
~ ~
. ~ ~ # DATE ISSUE~ IMTH! CHANGE DESCRIPTION I
~ ~ ~
~ , ~
~
~ -
~ ~ ~ ~ ~
~ A2•1 ~
~ - ~
~ ~ ~~ti,tititittttitLt~ ~
~ • NN ~~i` oo~~' ~ itt ~
FIRE STOPPING SHALL BE PROVIDED TO N~~,~ °°e~ t~
~ CUT' OFF All CONCEAIED DRAFT OPENINGS ~ o°' oQ I (VERTICAL AND HORIZONTAL) AND TO FORM H A R N E S S ~ o DANIEL a is ~r I
~ , AN EFFECTIVE FIRE BARRIER BETWEEN R E S I D E N C E ° r
~ STORIES AND BENVEEN STORIES AND ROOF o~~ ~
~ MUIRFIELD r~~, KEISER o r I ~r ~ 11548 o I
~ I ~ lVL DATA SHEETS MUST BE PROVIDED AT ~t~~ °°o o° N
FRAMINGINSPECTION, 1~~~°°°°°°°°°° I tit 1~'~ A~ ~ ~
12~i1tititi'~~.
SMOKE DETECTORS SHALL BE INSTALLED I
~ INSIDE EACH BEDROOM, OUTSIDE F1{CH ~
SEPARATE SIEEPING AREA IN THE IMMEDIATE I VICINIlY OF THE BEDROOMS AND ON EACH
~ FLOOR, INCLUDING rHE BASEMENT. THE ~
~ , SMOKE DETECTORS SHALL BE HARDIMRED
~ IMTH BAT?ERY BACKUF ANO CONNECTED I TOGETHER I
~ ~
~ • ,
~ ALLGIAZINGINTHEFOLLOIMNGL~CATIONSSHALLBE~TEMPERED: ' KeIS@~ D2519~ GfOUp IIlC0~p0~2t2d ~ A, G(AZING IN SWINGING, SLIDING OR FIXED DOORS, INCLUDING FIXED ' I
~ PANEIS AND SIDE LIGNTS. ~
~ 8, GIAZING FOR DQORS AND SURROUNDS OF WHIRLPOOLS, TUBS AND ~ SHOWERS 830 E. Johnstown Rd - Gahanaa, OH 43230
~ _ C. GIAZINGIMTHIN24°OFANYDOORINTHECIOSEDPOSITION. Phooe; sta.~37,~ss4 • Fax: s~e.3a~.~ss5 ~ ~
~ D. GIAZINGVNTHINIB"OFTHEFINISHFLOOR www.kelserdesignproup.com I E. GIAZING IN RAILINGS
I - F. GIAZING IN WALLS AND FENCES ENCLOSING A SWIMMING POOL WITH ~ I
ruG anrrn~ cnr,~ UnruiN arn~ nF TNF FI ~OR. i
G. GIAZING ADJACEN7 TO TUBS & SHOWERS KDG PR JE
~ ~
~ SECOND FLOOR PLAN Al_2 I
SCALE.114 1 0 ~
1 SECOND FLOOR PLAN ~ ~ 1,563 S.F. GONSTRUCTION DOCUMENTS 01.18.2007 - , I
i
~ _ --------------------------------------------------------------I
~
I
. - . _ . ~ _ . , RE SIONS
' II E NLY • BEARING REQUIREMENTS ~'F~Q~?-1~ ~o - _ DATE PRIlVT , S,
~ ~a - - - . RE UERIMIENTOS DE APOYO - - ~ Smucker Canstructioa - f~at Mai~6eld 6n~~~ ~~i8~~,
- . _ , _ , - , TYPICAL REQUIREMENTS ~ , D END. Fir~t Ftoar - Harness Residence
• E 0 TIPICOS ~ RE UERIMI NT 3 Q ~ ~ , iu~ ~ , , _ LOCATED " ' - , , . , - ~ ~ , Jas# Prc~!Fx#s
. . BEAMS PERPENGIGtiLAR TO WALIS BEAR , _ ~ D CIRCLES. i , ~ ~ ~ TF~E tM1'IDTf{ OF1TdE tM1ALLAhD f~A4 EA 2x_ ' ~ ~fot Fradxf 5
, , ~ , . BUILT UP COLUMDF AT LEAST TEIE Gb'IDTH OF ' _ . , . . - - ID Lenqth labtl Qfiy pIy Qty
, . , . ~ ~ . . , ; - T~$Eaa~: ~'1'A y ~ I.ASYIGAS PERPFNDICIII.ARESALAS ~8 I17f8" ~J~ iN3 joist 3 1 3
` . PiJNTAS ~ _ _ ; ~ . , - - PAREDES LLEVAN LA ANCH[; RA BE LA PARED • " 1~t 36` if ~%8" fi,~F 230 'aist 4 f ~ J
Y'iTE1~EN L1AtA COLUMNA ~QNSTRtJ~~?A DE - N T I F I C A N - - _ _ _ _ ' ' ~ , ~~_soro$~an~r~, ~ [.mr.a ~c~z.~.~ : - ~ ROJO EN EL - - ~ J2 28' 117/8" 7JI 230 jas# 19 1 14
- ~ a~~~~~.a~~.~a~c,~ , , ~ ~ ~ , _ _ - ~ ~ T3 f9' 1171$" TJI 230 joisfi t0 I 10 ,
, ~ _ ~ ~ { ~ J4 19` 11718° rJr 2~o joist 3 I 3
BEAhIS PARALLE~ TO VVAI,IS ARE TO - - ` J5 Il' 117l8" TJI 23Q joist 5 I 5 Jb ~o' t~ ~/s" TJI 230 joist ~ t ~ DESIGNER
HAVE 3" OF BEARII~G BUPPORTED BY " ~ , ~ TZ44 (2) S`f{J~iS Sl?PPL'RTI~V'G IT. ;~TO £{?RTAR I~AS PL~:V'!'AS ~Ct~3AS
BLOCKIN SPACF T ~v7~ ~r G PAFIED E A LAS ES LAS VIGAS PARAL LAS ~1 Q~r,~ ~~N V~1\ TIMBERSTA~'VD RIIt~ B4ARD I J(lIST RIM H~ PERP~NDICULAR C BLOCKING SPACED @ 9A"o.c. . ~ ~ TJI 1~4 jois# ] 1 ]
~ ~~AI~~ED ENDS A~ LLEVAIV ~ DE APOYO CON DOS ~2) AbP FA OFFSE'P JQIST TO F1T SYECINIE PERPENDICUI,ARTOI-JOIST p~,~~, ~ f_,Jqi~ eEMQ1TNT 30iST TQ BEAM ~NDICULAR CLt)SURE BLOCKING ~5' l~ 7/&" T1I ~14 jc~ist ~ 1~ JISfTOF1TSYECINIEDBLOCKI~IGPANEL ~.r.s. J9 Z4~ ii 71a° TJI li~ joist 3 1 3
sa~oRT~s FOR I-JQ~STS Ji0 i4' li 718" TJi 140 jaist ~5 1 26
' HEAi)Eit~ WiTH (3FFNIIvGS UP'i'0 8'
REQUIRE ONE JACR HEAi3ERS SE EMPIEZA A UI J~~ t~' lt ~ie" T3F 110 joist a t 4 J12 12' 117/8" T~I 11Q joist 1G i;b
LONGEI~ T'I3AN ~EQUIRE TW4 JAC~S, pf~ 16" Q.c. 713 10' 117/$" TJI 110 j0iS1 1 S 1
LAS CABEZERAS CON APEItTURA DE HASTA 8' REQUIEREN UN SOPORTE. 114 8' 117/8R T1I 114 ~aist 2 1 2
~ns cn.~~~~s ~ ~c~s ~u~ 8~ 715 7' 117/8" TJI I10 joist 1 1 f START LAYOiJ'T Jib 6' 117/8" TJI 11Q joist 1 1 1
REQUIREN D(} S4PORTFS.
SPECIAL REQUIREMENTS 16~~ ~.C. BK t71l4" 117/8" TJI Biocking Paneis 1 i i BK 101/8" 11718" TJI 8locking Pdneis 1 1 I
` REQUERIMlENT03 SPECIALES BK 141/8" 11718° TJI Blocking Ponels 1 1 1
PINR DIAMOND IIv'DI~ATES THE NUMBER OF ADJUST JOIST TO ALLOW FOR r~ i J4" ADJUST JOIST TO A6 RL 117i8" TJI IfO joist 104 1 I04 ALLOW FOR i~ i/4"
JACKS REQL~IRED OR ~ Ct~LL OUT FOR ~1V BLOCKING PANELS Rectangutar Rroducts
ENGINEERED COLUMN BLOCKING PANEIS LOS ~3IAMANIES R4SAS IN~}ICAl~i E~, NUMERO D~ Rlot Product Net
SOPORTES REQUERIDOS 0 UN LLAMANDO PARA IQ Length Lnbel (~t,y Ply Qt~
PONER iTNA COLUMNA ENINGERIADA. ~ A Ib' 31/2"x 4 3/S" 1.3E Timber5trand LSL 5 1 5
ASSUMES SPF S'i'iJD FR4tvIiNG LUMBER. 19IDTH TU M.~'fCA B 16' 31/2"x 7114" 1.3E Timber5trnndl.5l. 3 1 3 ~ ~ 0
I • GNALL WIDTH INDICATED ON BLUE PRINT ASiJME SOPOR'fE 33E ARhfA7AN SPF. LA Aiv'CNU RA IIEBE IIE SER ' B 31/2"x 71/4" 1.3~ Timber5trand LSL 1! 1
~ IGUAL A LA ANCAti RA DE LA PARED INDICADA EN EL PI ANO ~ ~ - " D2 i0' 31/2" x 91/2" Glulam 1 1 1 W ~ b3 12' 3 i/2" x t4° 6fufum 1 1 1 ~ ~
D4 10' 31/2u x 117/8~ Gfulam 3 1 3 ~ N~
ADJUST JOIST TO Db 12' 31/2" x 91/2" blulam 1 1 1 ~
ALLOW FOR i~ i/4" • BLOCKING PANELS FIO 18' 13/4" x 117/S" 1,55E Timber5firand t51. 1 4 4 'S x
Fli 13` 13/4"x 117/S" T.55~T'u~nber5trand C.SL I 4 4
F12 12' 13/4" x 117l8" 1.55E Timber5trond LSL i 4 4 ~
~iP F13 11' 13/4" x 117/8" 1.55E Timber5trand L51. 1 1 1 ~
f4 28' 31/2" x 117/8" 61u{am 1 1 1 A,
F5 24' 31/2" x 117l8=' Gfu(am 1 1 1 W "M
F6 14' 31/2" x 117/8" Glulam 1 1 1 ~ A~ F7 5' 1314° x 117/8u 1.55E TimberS#rand t5t 3 1 1 ~`0
1Hi Hi F9 18' T 3!4"x 1Y7/8N 1.55E Timber5trand LSf. t 3 3 ~ ~ w
`1 ~ ~ ~ ~ ~ Accessories •o o N
~ Plot Product tJet ~ "
~ ID Length Lnbel Qty L! M
~ A3 16' 1" x 117/Su TJ Rim Board 11 ~ ~
Hanger ~ist F
I Piat P~adu~t Net
Ib lubel Mer~ber QtY DRAWN BY
H4 IUT9 SimQson Nanger 3 A A A
- , • i H2 TU51.81/11.88 Simpson Nanger 6 t~tit~
i i g i i H2 iU51.81/11.88 Simpsan Hanger 5
J i i 1 i i ADJUST JOIST TO DATE
i 4 X 42' _ J ALLOW FOR i4 i/8" ~6/~1/~7 BIACKING PANELS
F• H o ~
~ CHECKED BY
ADJUST JOIST TO
ALLOW FOR io i/8" HEADER COLOR KE~
BLOCKING PANELS A
31/2~~ X 4 3/$~~ TIMBERSTRAND
B SCALE
31 2" x ~ ~ 4" TIMBERSTRAND l~t}~~ = 1~-0~~
EL C
ON 2q"x36" PAPER
5 i/2" X 3 iJ2" TI~47BERSTRAND SALESPERSON
r D
5 ~/2" X 5 i/2" GLULAM JMS
g ~/2" AND DEEPER
(SEE MATERIAL LIST)
ADJUST JOIST TO x~nn~~s ~icniL~ rnTci~rDen ~r ~sT ~caox Nrn~~u: ~sr. -
ALLOW FOR io i/8"
BLOCKING PANELS
i ~ NOTA PARA CONSTRUCTOR: ~
~ r A6 SON TJI RIM JOIST. a~
U
FRAMER NOTE: ~
TJI RIM JOIST @ ALL ~ ~ ~ ~ . a
Ab CLOSURES ° ~ ~
,ADJUST JOIST TO ~ U ~ ~
AILLOW FOR io i/8" BILOCKING PANEIS ADJUST JOIST TO ~ ~ ~
ALLOW FOR io i/8° SOLID RIM AT ALL ~
BLOCKING PANELS ~ ~
PERPENDICULAR CLOSURES ~ x
. _ W ~ W
G~NE~, w~vG~R nTo~s Q 0
~ ~ ~ 9 BEND t~ND NAIL A~.L TABS A'F BOTTOM ~ a
~ C m OF HANGER
¢ 7- 2. USE i6d COMMON NAILS ON ALL "HH" AND "HG" x.~tGERS. SHEET TTTLE
CI 3. INSTALL BACKEROR FILLER BIACKS First
E C a AS REQUiRED TO PRQVIDE SOLID
S d NAILING OF HANGERS. 7
a o: 4. FILLALL NAIL HOLES WITH NAIIS. Fl~~r
~ N ho
N LSL LVL PLY • CONNE TI N C 0. srnqso~. r~~Er~n System
, ~ J ~r~~ J~~r FILE N0.
~ 3 ROWS iod @ i2" O.C. - 9 i/2" AND ii ~/8" U ~ M Rectaugulae Prbduct'~'pe CQI.-~ ~ 8 O
~ 4 ROWS iod @ i2" O.C. - i4" AND DEEPER 2 Number Of Plies L~ 7-9 7
€ IF USING i6d NAILS, REDUCE ROWS BY ONE ~ = Beating Wall
" ~F~F ~F~F ~ = Beam
~ C N DESIGHLOADS x xangerl}~pe LOCATION
° SHIFT ~ JOIST S WHERE NOTED TO AVOID PLUMBING
~ LIV~ATG ARE~S 4o PSF Li./m ~SF DL ~~anger Symbol 7L}-Q O
~ CAMBIAR JOIST DONDE SE INDICA PARA NO OBSTRUIR PLOMERIA SLEEPIRTG AREAS3o PSF LL/20 PSF DI, Bk Bloc6an9_'l3T.e
E m x ACCESSABLB ATTIC 2o PSF LLJio PSF DL ` J
. 00 INACCESSABLE A'f"iTC io PSF LL/io YSF DL Ceiling Joist Diteedon SHEET N0.
$ ~ ~ Yn R~F ~s PsF ~,I2o PsF DL @ u5% ~ 1
GLL'ED &t NAILED PECKII\7G IS ASS[JI4EP ~ Detail Callout I.abel
Y "I FIAOR BECKING: 3/4" PLYG400D (See T3-X1'eA F"dm'°g Infurmation farm 1 #620o and/or Buildei sGnide) Q~+
~ 8 N
N D
~ Q
, 'RE SIONS
. BEARINGREQUIREMENTS c~rrh`ax~n~'~nExnsox~.~r DATE PRINT SF. 0 ~
. RE UERIMIENTOS DE APOYO - - - - - - I , ~ Smucker Construction - Lot Muirfiield bi'~°, 'i'si°,
TYPICAL REQUIREMENTS - D END. ~ Second Floor - Harness Residence
REQUERIMIENTOS TIPICOS f ' ` LOCATED - - . _ . , : 7ois# Products
LAR ` sx~s p~aeExnicu~nxTOwnc~s s~ax D CIRCLES. ~ Y ~ T[~4 t~~?9TEI 4P'~~ SNnLL AND ~V~A??~ Pfot ~roduct Net
BUILT tiP C4LFJA4I3 A'F LEAST THE WIDTIi OF _ - ID l.envth Lnbel Qty Ply 4ty
~E aFaNt. UNTA , ~ DICULARES A LAS - A6 1' i4'~ T1I 23U joist 30 1 3U
P~~~ PurrrAS SE EMPIEZA A UI PAREDFS LLEVAN LA ANCHURA DE LA PARED ` ;ZA A UI 11 24' 14" TJI 360 joist 7 1 7
• Y TIENEN UNA COLUMNA CANSTRUIDA DE NTIFICAN ~ PARA ib O.C. soroxTar~voLa, nE urinnric~u~a ROJO EN EL - - ~ lb" Q.C. J2 32' 14" TJI230 jast t2 1 12
MIIv'IMA A i.A DE LAVIG.A. J3 Z$' 14" T7I 230 joist b I b
~ o - - J4 23' 14" TJI 234 joist 2 1 2 LAYOiJ'T ,t5 ~4° T,TI 110 joist ~ i ~
s~s pAx~.~LTO w~.LSnx~~o = START LAYOUT _ _
HAV-E g" OF BEARING SUPPORTED BY i6 O.C. TFVO (2) STUDS SUPP4RTING IT. NO CORTAR LAS PUNTAS MARCADAS " 16° O.C. J6 14' 14" rJI t1o joist 2 t 2 DESIGNER 13'-l0" J7 13' 14" TJI 110 joist 7! 7 A,~~
E A LAS PAREDES LAS VIGAS PARAL LAS J8 7' 14" TJi I1Q joist 3 1 3 t]til~
~ I~D END 'FIMBERSTAND RIM BOARD ~-~o~s~r ~M . _ M.~R LLEVAN 3 DE APQYQ GON DOS (2) j~~j ~ - - J9 6' 14° TJI 110 joist 3 1 3
SOPORTES FOR I-JOISTS PERPENDICULAR TO I-JOIST PARALLEL TO I,JOIST ` . J10 5' 14" TJI li0 joist 10 1 10
- - HE~IDERS WITH QPEI~TIl`GS UP TO 8' I ~11 2' 14" T,1I11Qjoist 4 1 4
REQUIRE ONE JACK. IiEADERS Rettnngulnr Products
LONGER THAN 8' REQUIitB TWO JACKS. Plot Product Net
LAS CABEZERAS CON APERTURA DE ? ~ : - . : J HASTA 8 REQUIEREN UN SOPORTE. _ _ IO Lengih l.~bel Qty P!y Qty
LAS CABEZEitAS MAS L~tGAS QUE 8' Fl 14' 31/2" x 14" Glubm 1 1 1
REQIIIREN DO SOPORTES. ~ x 1- L , - - ~ F10 10' 13/4" x 14" 1.55E Timber5trand LSL 3 1 3
-'~.~.-.~.1~C'~._' ~ ~ _ ' - ' - SPECIAL REQUIREMENTS u i u u EI II II II I - Fil 4' 13/4° x 14" 1.55E Timber5trand l.SL 1 1 1
x x " R OS SPECIALES i~ ~i ° ii u ii u u u ii u x ii ~ ~ ii ii Fi2 S' 13/4u x 14° 1,55E Timber5trand LSl 2 1 2 ii i~ ~i ii ° f13 6' 13/4" x 14" 1.55E Timber5trand I~~`I, 2 1 2
` PINKDIANIONDIlv'DICATESTHENUMBEROF ---------~i ii u u n u ii n u ii u u ~k====-_ ~ ii ~i ii ii - F14 5 13/4 x 14 1.55E Timber5trand LSL 1 1 1
JACKSREQUIREDORACALLOUTFORAN il ii ii ii ii ii ii ii $NGINEERED COLUMN n ii ii u n u ii ii II II If ° F15 4' 13/4° x 14" 1.55E ~imber5trand LSL 1 1 1
L~SDIA1~4Ah'IFSR9SASI:~'AICANEF.;dUMERODE i ii ii ii ii ii ii ii ° ° Flb 2' 13/4" x 14" 1,55E Timber~5trand L51, 2 1 2 u u u n G~-====:.
---------~i u u u u ii u ii SOPORTES REQUERIDOS 0 UN LLAMANDO PARA ii ii ii i~ ii ii ~i ii ii ii ii i~ F17 17' 13/4" x 14° 1.55E Timber5trand LSl 1 4 4
~ PONERUNACOLUMNAENINGERIADA. !i ~I ~i u i~ u u ~i u u n n ii Fi8 13' 13/4" x 14" 1.55E Timber5trand LSL 1 3 3
I, , ASSITMFS SPF S1'tJD FR.~SING I.UMBER. WIDTff TO MAT£f~ N II II Ii II II Ii II ' 1NALLWIDTHINDIC~TEDONBLUEPRINT =____====~1 II II II II II II II ii ii ii " F21 24' 31/2° x 91i2° 6lulam 1 1 1 0
II II II II II II II ~ ~ ASUMB SOPORTE BE ARI$AZO:~ SPF. LA AIdCAURA DEBE I)E SER il II II I I li I I I I I n u ii ir iF====-_ : ~,n ° ° i~ ii F4 27' 13/4" x 14" 1.55E TimberStrond LSL 1 1 1 ~
II II II I~ II li II II , IGUAL A LA ANCHU&1 DE LA PARED INDICADA EN EL PLANO „ i ~ ~ ~ ~ i ii ii ii i~ ii 23' 2 3/4" x 14" 1.55E Timber5trand LSL 1 1 1 V~ ~
, . -____====~1 II II II II II II II,'~' il II Il II II P~ ii ii ii ii ~F====== F6 23' f 314" x 14" 1.55E Timber5trand LSL I 3 3 ~ M~ n n ii i~ ~i F7 19' 13/4" x 14" 1.55E Timber5?rand LSL 1 4 4 cv ~
!I II II II il I? ~ ~ II II I! II II I! H II II II II II li ii ii ii ii ii f8 14' 13/4" x 14" 1.55E Timber5trandl.SL 1 1 1 ~
' _____===_~1 II II II II II ~ I II II II U II ii ii ii ii ii F9 11' 13/4" x 14" 1 ~5E Timber5trand LSL 1 1 1 ~
II II II II II I fl II II II II Jl n n u i~ ~i ~i i~ i~ u u Attessories ~ ~
II II II II II II II II II II II II ll II U II i~ ii u ii P{of Produe# Net ~ o
____=====a~ u u u n i ~ il II II II II ~ ii u u u iF====== ii u n ii i~ IO - Lenath Labe1 _ - - _ - - - QN ~ ~
f! II II II II i~ I~ ii ii ii i~ ° A3 12' i l/8° x I4° iLevel Rim Board 4
I 11 II II II I ~ _______=-~1 II II II II li II II II ~i ~ ~ M
II II II II II II li II II II II I: ii ii ii ° ~k=====~ Hnnger I,is# ~ q~v
~I 11 II II ll 6 If II II II II ii ii ii ° " P(ot Product (~let b`0
_ 1 II II II II P~ 2 2 kk=====___- , „ ii ii ii i~ ° IQ Lnhel Member 41v ~ o~ ii ii u i~====_= N1 HGU55.50/lOSimpsonHanger 2 ~ c~
n u u u ii n ii ii ii ii ii H10 IU52.37/14 Simpson Hanger 28 o N
li li ii li u i; u ~i u u u i! ii ii ii ° ji . H4 IUT9 Simpsan Harigar 8 N ~
____=====ai i~ ii u n i: u n u ii n i' ~ ii ii ii ii H7 HU51.81/1Q Simpson Hanger 7 V~ M
ii ii ii ii ii i, n i~ ii ii n i~ n ii ii ii i~ r ii ii ii ii ° NS IU51.81/14 Simpson Nanger 65 ~
_____====~a o u u u i, u u u ii ii i; ° ii ii ~ ~ N9 4590 Simpson Skewable Angie 1 ~ ~ ii ii ii ° ~ m
i i~ ~i ii ii u n u u n u u n _ ~ n u u ii ii H u ii n II ii
ia n u u n i~ - i n u u u i~ Hio u u „ „ DRAWN BY
-'--'-----~I il II II II li I 11 II II I{ II I' - l! U ll ~
H II II I! II I! . ~ 11 II II ~l II I] II II il II II II II II
II II II II II 1= ~ ' -____=====al II II II II II • II II ~I II II n it ii u iF======
H II II li II Il ~ li U 11 Il II i i u u u ii ii _ _
H II II II II I; I Il II il II II II I ii ii i i=___-__-- DATE
_____====~f I~ It H il If u ii u u ii i! H H s ~ o6/oi/o~ II II i I
II 11 If II II II II I! 11 II II II n . .u u i i ii n i :
II II II II il II I II II II II II ~ . u + ~ '-l,=CS}1`=='=__=----r~~i ii i i ~
---------~i u n u n u ~9i~"_xJ_ il II II II II II II H II II II II . ~ ~ CHECKED BY l ~
il II II II II II il II 14 II II II i ii ; „ „ „ HEADER COLOR KEY
-____=====ai II il II II II !i II II II II I! i ii ii A
II II 11 II II II u ii u i{ u r o ~ H Hi n u ii II fl ~
i~ ii u ii u r•. F . ~i u u u n ~i i~ ~ ~ 31/2'~ X 4 3/8~~ TIMBERSTRAND
n u n u u i~ u i ii ii i; ~ u u n u u u u ii n ~ ~ ~ B SCALE u u ~i n n i i
u u ii u u i; u n i~ ii n ii n n u it ii ~i u n u u ii u u u n u u u'' ii ii i i---"-~V- 31 2" x ~ 1/4" TIMBERSTRAND 1~[~~~ = 1~-0~~
~ kk i ii i+ C
~i u u n ii u u u u u ii u ii u i~ n ii ii u u u u u u u u n u u ~ ~ If I~ II ON24"x36"PAPER !I II ~ : n n
u u ii ii u ii n ii n u u u u u ii n u ii ii u r ii u u u ii u ii u n ~ 1~2 X 3 ~/2 TIMBERSTRAND ~ ~ D SALESPERSON ii ii ~ ~
n n ii u n u u ii u: - i~ u u u u u u u n n i{ u u u u ~ ~
! II li II II II II il I II II II ii II II ll II ll II If II il ~ I~ ~ k=====__= 51~2,~ X 51~2~~ GLULAM JMS
.-.Jl_. ~~~_.JI._.JI, il il ~ li li II II II II II II II . - . -u - . - . - . I' II II II II Il II II N II ~ ~ ~
ll II 11 il II II II ~ II II II II II II II "'TI' '~I' ii ii 91/2" AND DEEPER
II II N il II , ' ---~I. _ . ~I. . II II II il II ~ II II II ~I (SEE MATERIAL LIST)
il II II II II II II II .-~_T~__^~------------- ~ II II II il II i II II II , ~ ~ ~ ______----..__r,.,_ u n , ~ HEADERSTYPICA~~YINCLU9~DIN~STFf,lQQRMATERIAL~IST,
•-{~•-~-{1•-•-N• i II II II •-t1'-•-ti•-•-H• II II II ~ .~IL. -u_.
II II ll II II II II II II H II II II II II II II II
II II II II II II II II II ~ I II li I~ II II ll II II II 4 ' . NOTA PARA CONSTRUCTOR: ~
I~ ~I ~I I~ II 1 Ab SON TJI RIM JOIST. ,0 e~
I~ ~I ~I I~ If . ~ ~
II u ii ii ir u ii u u u ~ u I u ii ii n u ii u ii _ _ _ u u
- ~ - - - ._._A_._._.~ FRAMER NOTE:
~I . . ' . TJI RIM JOIST @ ALL ~ ~ ~
- ~ a
= A6 CLOSURES ° ~
I I . . ~ o ~
~ ~ , i ~ ~ ~
1 II II N II Y N 0 II N II II u~~ i U I 8 = N n p N m p ~ = SOLID RIM AT ALL ~ ~
1 N A II II N ~ 11 II N II q II N II fl B 6 Y -~1 N II II N N R II I~ fl 0 9 II N II p II i Y
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