08200040 Permit File?
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to
described below and
PERMIT
ed the residence?: ?` -,7
for occupancy.
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ADDRESS• PERMIT NO.:
By. FINAL INSPECTION DATE: ? r ? ?
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CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43%. _
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
SUBCONTRACTOR
DISCLOSURE
Generai Contractor: ` 4 YLk•,-A-X ? S
Application No.: pig -- aobc) ?Lb
Job Address: _7(
The General Contractor is required to furnish the following information regarding any
contractor worlcing at the above address prior to issuance of a Certificate of Occupancy.
All subcontractor registrations must be current through the issuance of a Certificate of
Occupancy, including insurance and all applicable State Certifications.
TYPE NAME OF CONTRACTOR DUBLIN REGISTRATION NO.
EXCAVATION* 05-6-7q
CONCRETE* o ., ?
MASONRY 0 .? 131-7
STRUCTURAL* 05
-- ? 3 "
ELECTRICAL*
PLUMBING*
HVAC*
INSULATION Q -0-7 ?
ROOFING* r ,,,,,; • p 5.. j3q
DRYWALL
SIDING 16-7
SANITARY SEWER*
LANDSCAPING ?
FIRE PROTECTION
UNDERGROUND
FIRE ALARM
FIRE SUPPRESSION `7"'rvrA-ti p ?- /3
PAINTING
OTHER
*MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A
COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE.
Excel/Subcontractor Disclosure Update 2003
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: VITDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINTALL INFORMATION
Applicant:
Company:
Site
(Provide Detail Plot Plfn of Lot)
Lot No: (..Z(, Application Nta:
Zo Violations/Inspection Approved ? Violations/Disapproved U Approved For Conditional Occupancy
? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm)
(Ord. 28-98, Sec. 97.38)
U11.
Rebuild Manhole Throat (Sanitary/Storm)
? 2. Improper Approach (Ord. 59-74, Sec. 51.04)
(Ord. 12-89, Sec. 153.210(A)) ?12. Improper Grading
? 3. Adjust Water/Gas service box to grade (Ord. 7-75, Sec. 150.040)
? 4. Adjust Inlet to grade ?13. Clean Street/C(ean Sidewalk
(Ord. 7-75, Sec. 150.039(J))
? 5. Erosion Control/Sod or Seed (a.R-C. 723.011)
(Ord. 40-98, Sec. 53.090 (G))
?14. Adjust Watch Valve to Grade
? 6. Re lace Dama ed As halt
p g p (Mainline/Fire Hydrant)
(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/6ikepath
(Ord. 35-74, Sec. 51.04)
Comments: 1CEFMOtIT,-_ "D,?,...a," -Fr'r,aA var?i.
?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: Date: 8/o/otia">
Re-Inspection: ? Approved ? Disapproved ? Conditional
Inspector: Date:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
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LLY DRIVE 33.60 r g?6
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FUJURE
DEYEL PA?ENT
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93,i?_.9' -..V
5750 Chandler Ca.{rt
Weskc'ville, OH 430$2
E•Mail: hoyssincQaol.com
v
Phone (614) 895-1922
Survey Fax (614) 895-1949 SURV YING
Conshvction Fax (614) 895-9549 SERVIC S, INC.
REVISION DATE & REQUEST
? SW 11 .07.o7NEWHOUSE
z JG t2•6•07 DELETEBWCKLEDGE
W,)R '% TRINITY HOMES HOUSE STYLE JPSR "D"
LOT/SUBDIVISION 126 WYANDOTTE WOODS SEC. 4 cirr oF DUBLIN
SCAIE 1" = 20'
P?iRi=.' p -?ffiEe,_ DATE OS-I 1-OS ORDER NO. DRN. DR CK.
FLOOD ZONE COMM. PeL 39049C ?/ PAGE 0038H ? DATE 04-21-99 ?
MINIMUMS R:?9_
s:31!$'_ ??0 y' m 5- ?o ?
S P ' ---
EROSION
CONTROL
'-STM.
CATCH BASIN
T.C.= 935.23 ?
125
F.F.==936.70
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*"NOTE: WATER SERVICE SIZE = 3/4"." /
NOTE : BUILDERS TO PROVIDE
TREE PROTECTION DURiNG ALL ?
PHASES OF CONSTRUCTION.
BUILDER TO MAINTAIN EROSION CONTROL ?
SQUARE FOOTAGE DATA
FON HOAIEBUILOER PRILING AND ESTIMA7IIXJ PURPoSES ONLY
ENr.rrn'F?tTNc rnNmr.r,wcF;
city or rn,nlin
APPRUVED AS NOTF,D
?PPai?I __? - 08
"LANDSCAPE CODE REQUIRES AT LEAST TWO, 2-1/2 INCH
DECIDUOUS TREES IN THE FRONT YARD OF THIS LOT. INSTALLATION
WILL OCCUR DURING TIiE LANDSCAPE PHASE OF THE HOUSE.
PLACEMENT OF THE TWO TREES WILL BE FIELD-VERIFIED BY
THE CITY OF DUBLIN PRIOR TO INSTALLATION."
I HEREBY CERTIFY THAT THE
GRADE ELEVATIONS SHOWN ON PLOT PLAN
THIS PLOT PLAN ARE THE We hereby certity that the foregoing PLOT PLAN was prepared from
information provided by the Client and deta obtained Gom Enginccrcd
RESULT Of AN °AS BUILT" $URUEY Subdivieion Plen. Thia Plot Plan is to be used by the Client for the sole
purpose of oMsining a buiidine permit The uae of the Pbt Plan for eny
PERFORMED ON other purpoae is atricNy prohibited. ;?..
?bay?,
LOT 1248I.0 yyq?K 207.0 HW8E 2566.0 soocov 9374.0
DRNE 871.0 SEED COV. N/A 51IR7755 OR BUiLDER $lc-tl!R[ OPTE
APPftOACH 130.0 ?
1' SIDEWALK EASE.
7686 KELLY DRIVE 50'
I . . t .
5750 Chandler Court
? Westerville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
.¢?EYO
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H
G I N ?ti
1619-08C
Order No.
CERTIFIED TO 11'.IN11Y NOMFS
LENDER
BUYER
, L01' N0,126
WYAN120M WOOnS 51?C, ?
nUPLIN, ONIO
\\6 ?A,C'
COUNTY OF FmKA
P.B. I04 PG. 5-6 OR./D.B. PG.
DATE 7'23-08 DRN Kt3 CH
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936.60
936,80
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MAY-EiB-?k0e 10:44 F&L S1'STEI°iS, IN?:..?'Ii. I.'=?. ??14 c??+i 4'--+,=:4 F. ?
CITY UF DUBLIN
Division of Buitding Standards • 5800 Shier-Rings Road • Dubtin, Ohio 43016
Phone: (614) 410-4670 • lnspection Line: (614) 410-4680
Application Number: OQ cx02ao0y3
SURVEYOR
BUILDING LOCATION AND FIRST FLOOR ELEVATION
CERTIFICATION FORM
I, the undersigned, do. hereby certify the fo{lowing location of buflding and elevation of
tcp of .he fauvirlation wail at ahe r8oerenceri property. It is the buiider`s resportsibitity to
insure that the location and elsvatEon of the top of the foundation wali plus the first floor
system, as per the approved prints, comply w[th the site plan approved by the City of
Dublin (in reference to the City of Dublin Cociified Ordinance 4345.02 (k)).
Property Owner• Duffy Homes, Inc.
Subdivision: Villas @ Ballantrae
Lot Number• 73
Address: 5774 Crighton Drive, Dublin, Ohio
Approved Foundation Elevation
Y31?, -cy Feet above mean sea level.
Actual Top of Foundation
Professionat Seal:
938 .4 Y%` Feet above mean sea level.
?
igna re of Surveyor
5/08/08
Date
This form is to be completed prior to the foundation inspection and must be made
avaiiable on-site with the approved prints.
? Benchmark = Top of Casting of Curb Drain Inlet along the South Side Crighton
Drive near the Northwesterly Carner of Lot 15. Elevation = 935.00
ExceUSurvey 02.N74
TUTNL P.02
05/06:2008 11:12 FAX 614 895 1171 GEOTECHNICAL Z00=
ff1"0?'Jq'3
Main Gf'ice
720 Greencrest C rive
Westerville, Ohio 43081-. 837
GEUTECHNIGAL. 614.$95. 400
CONSULTANTS Fax: 614.895 171
VC www.gci2000.-:0m
(DII.
May G, 2008
Mr. Aaron Spencer
Duffy Homc:s
495 South High Street
Sryite 270
Columbus, Uhio 43215
Refcrcnee: Sanitary Sewer Observatiuns
Lot 73-5774 Crigriton Drivc
Villas (a.) l3allantrae
llubl'rn, Uhio
GCl Proyect No. F-8524
Dear Mr, Spencer:
t1s you requested, a UC7 renresenTa.tive repotled lo the above refercnced lot to abserve opcn
fnunclation e.ceavations withiii the southwest corrter of ilze buildinQ foolprit)t. We ulidersiooc3
there was fl concern with the po5sible inflLience of iile sanilarv sewer laterat on the buililing
Coundation excflvations in this area_ houiidation excavations were caniplete and temporarv, woud
footin?, fai-rns were installed p?ior tu our aCtcrnoan arrival on /1pri1 30, 20f78.
During our initial visit, wc hhserved that the sanitary scwcr fateral wns inslalled within the
soutiiwest corner of the building footprint. Prabing of the propased iooting suUdrades indicatcd
soil uscd as sewcr backlill was sofrt, saturated clays and considercd ll113U1Lahle for ('oundation
support, The unsuil.abls soil was delineated #hi-ough probing and extcnded appxoximalcJv 15
lineal feet from the 5outliwest conier in each direction. We observcd ininor to moderaw, water
seepag;e from the sanitary sewer backfill near tlie vct-tical sewec uprigl-?t (about 3 fcet insi(ic the
ba5ement}. A small electric pump was utilized to remove the saepa.;e during our visit.
Sased on our observations,'we rec0mmended r't:mavin? il?e soft clay soil iill fi•om the limits ol't1lc
foundation ercavations And backtillin}; the result.ant excavation with controlled-dcnsity fill (CUN)
t.o design bottom-of faoting grade_ You concun-cd with our reconumendation ancf re-schcdulcd
GCI i'0 obset-vC die re-c;XCavation Of the sout.htivest comer on.Ma.y I, 2008.
CiC1 arrived on site again in the late afternoon of May 1, 2008. '!fie excavating contractor
removed soft anci saturated cla.y soii fill to expo5e nattn-a.l, brourn glacial till un the sidewalls aild
lhc bortom of tY?e excavfttion. 'l'hc exeavatian wAS e.Ytcnded to approximately !i inches below the
sanitarv suwer lalcral and was about 3 to 4 fect below (Icsign Uas4ment fooling gradc. Afrer thc
soif backfill was rttnoved, wc observcd thai the lateral was locatCd para.lli:l tu the snrith wall
footing for about 5 feet from ihe comer and thcn diagonall_y' c?'osscd under the south wafl tiootint,
into the bascment.
Branch Offiee
Youngstown Office 8433 Soui'n Avenue • Bldg. 1, Suire 1- Boardmc?n, Ohio 44514 f 330) 965-14GG • Fr?x (33C?J `55-14 I 0
bayton Office 3570 lntercity Drive • Dayton, Ohia 45424 (614) 895-14011 • Fax 1937) t;5-0321
J CITY OF DUBLIN
Division of Building Standards o 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date ` ...?J
Application No. mb r400 YO
APPLICATION FOR ELECTRICAL PERMIT
Job Address <1 ` Parcel No.
Subdivision Y * Lot No. k
Owner Nam b l Telephone
,
--? n r , ? r , . , . , ? ; --? /',? _ , _
Contractor Name?, ) -?3. UW?, IV R Telephone
Contractor Address
Dublin Registration No.
ResidentiaL•
New Sq. Ft. ,0 -AlterationlAddition Sq. Ft.
1/00
?
Temporary Service J39?0 .... ................................. ......... ......... ......... ........................................
$inimum plus $20.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$30.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fractian thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ........................................................................................................................
$60.00 Minimum plus $60.00 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°lo State of Ohio Surcharge (commercial only)
Totali ? I))
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all res s, conforrn to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating const ction, installation, repair and alteration,
and may be revoked at any time upon violation of any prp,v_isions of said laws.
Signature of licensed contractor
Division of Building Standards
Date: 1 / 1 /2001
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
08-00200040 Date
7686 KELLY DR
273-011283
WYANDOTTE WOODS 4 #126
RES SINGLE FAMILY DETACHED
Trinity Home Builders
TRINITY HOMEBiJILDERS INC
5/07/08
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . . NSFH
Permit Fee .... 220.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 11/03/08
Qty Unit Charge Per Extension
BASE FEE 40.00
9.00 20.0000 RES ELECTRICAL SERVICE 180.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on The
City of Dublin approved Street Tree List.
Installation will ocur during the landscape phase
of this house. Placement of the TWO TREES will be
Field-Verified by The City PRIOR to INSTALLATION.
CORNER and THROUGH LOTS Shall Meet This
requirement on all street frontages.
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
' CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dubiin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 08-00200040 Date 5/07/08
------------------------
Other Fees . . . . -----------
. . . . . ------------------------
RES BLDG INSPECTION -----------------
510.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLUMBUS 3044.00
SEWER INSPECTION FEE
- 120.00
------------------------
Fee summary
----------------- -----------
Charged
---------- ---------
--------------
Paid Credited
---------- --- -----------------
Due
Permit Fee Total
220.00 -------
.00 .00 ----------
220.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5704.00 5704.00 .00 .00
Grand Total 5924.00 5704.00 .00 220.00
MAR-25-2606 09:06 P.01i01
CITY aF DUBLIN
Division of Buildfig $#andards • 5600 Shier - RkW Road • Dublitt, Ohio 43016
Phone: (614) 4104670 • Inspection Line: (614) 410-4680
Applicatfon Number: Y- 7vc7 c yc
SURVEYOR
BUILDING LOCATIQN /WD FIRST FLOOR ELEVATION
CERTlFICATION FORM
I, the undersigned, do hereby cert'rfy the followirtg Iocation of buNdirig and elevation of top of
the foundation wall at the referenced property. It is the budder's responsibifity to insure that the
location and elevatiort aF the top of the foundation wall pkis the fi?st fbor system. as per the
approved prints, comply with the site plan approved by the City of Dubtin (in reference to thE
City of Dublin Codiried Ordinance 1305.42(k)).
P[operty pwner: TRINITY HOMES
Subdivision: ndotte Woods gection 4
Lot Number: 126
Address: 7686Kely Drive
Approved Foundation Elevation
Actual Ta?p of Foundabon
537.80 Feet above mean sea level.
937.78
Feet above mean sea level.
Professional Seai:
Signaturo oI Swvayor:
3/2!S/2008
date
7his form is to be completed prior to the foundation inspection and must be made availaple on-site with
the approved priMs.
TOTAL P.01
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Application No. d s• 0??A C)
Date 1New ? Remodel Xesidential ? 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 IM t-1 pParcel No.
Subdivision/Project Nam Lot Na
Owner's Name ` v Telephone
Contractor's Name I Telephone
Contractor's Address 5I1larh ?,,p t+ dublin Registration Numb r by- a3s?
Does the sewer discharge into an individttal sewage dispc3sat system or sanitary sewer? S' < tr
How far distant from any dwelling, well or cistem is the sewage'tank?
i?
' YC
What is the size of the main drain? ? Of what rnaterials da the vent pipes consist? ?I
Of what material does the house drain consist? fVc
*INDICATE NAME OF CERTIFIED BACKFLOW TES7ER
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 following basis:
WATER 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$10.00 =$d-vv Number of remaining fixtures X$12.00 =$
Total Inspection Fee ..................................................... $A,? Total Inspection Fee ....................................................$
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
Qty.
AirAdmittance Valve
*Backflow Preventers
Bath Tubs
Bed Pan Washers
Bidet
Chemical Sinks
Dental Cuspidors
Dilution Sump
Dish Washers
Drinking Fountain
Floor Drains
Garbage Disposal
Gas Water Heater
Electric Water Heater
Interceptor
Kitchen Sink
Laundry Trays
Lavatories LL_
Mop Sinks
Outside Faucets
Roof Drains
Rough-in Openings for Future ?
Showers
Sterilizers
Sump Pump ?
Trap Primer
Urinal
Wash Fountain
Washing Machine
Water Closets
Water Lines
Water Storage Tank
Other
GRAND TOTAL
e
Division of Building Standards
.?
Application Number . . . .
Property Address . . . . .
Parcel Number:
Alternate Address:
Application type description
Property owner . . . . . .
Contractor '. . . . . . . .
08-00200040 Date
7686 KELLY DR
273-011283
WYANDOTTE WOODS 4 #126
RES SINGLE FAMILY DETACHED
Trinity Home Builders
TRINITY HOMEBUILDERS INC
3/13/08
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 270.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 12/06/10
Qty Unit Charge Per Extension
BASE FEE 50.00
22.00 10.0000 EA RES PLUMBING >1 FIXTURE 220.00
----------------------------------------------------------------------------
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on The
City of Dublin approved Street Tree List.
Installation will ocur during the landscape phase
of this house. Placement of the TWO TREES will be
Field-Verified by The City PRIOR to INSTALLATION.
CORNER and THROUGH LOTS Shall Meet This
requirement on all street frontages.
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
. ? ?
Page 2
Application Number ..... 08-00200040 ? Date 3/13/08
----------------------------------------------------------------------------
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
20b3;aaa
_ - CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date ku(ic, ? ? , oC.?
Application No. 0 V +??okA O
APPLICATION FOR ELECTRICAL PERMIT
Job Address Ty - Parcel No
Subdivision wo?S Lot Na f au
? l?Owner Name 1? ? TYJrYI'? Telephone
Contractor Name -EYnc Telephone ?m-) ? ` l ?U-0-P
Contractor Address q?j-E.?k.?_???? Dublin Registration No. 051 I G I C?
Residential:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $40.00 .......................................................................................................................... ywx)
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft. or fracuon thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft.
Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $ L ?
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all respects, conform to the oreiinances 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 pro.*idrxs-of said°Iq&s,,
Signature of licensed contractor or homeowner
Division of Building Standards
• i3 ?O?
Date: 1/1/2001
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
08-00200040 Date
7686 KELLY DR
273-011283
WYANDOTTE WOODS 4 #126
RES SINGLE FAMILY DETACHED
Trinity Home Builders
TRINITY HOMEBUILDERS INC
3/12/08
----------------------------------------------------------------------------
Permit . . . . . . TEMPORARY ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 40.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 9/08/08
Qty Unit Charge Per
BASE FEE
Special Notes and Comments
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on The
City of Dublin approved Street Tree List.
Installation will ocur during the landscape phase
of this house. Placement of the TWO TREES will be
Field-Verified by The City PRIOR to INSTALLATION.
CORNER and THROUGH LOTS Shall Meet This
requirement on all street frontages.
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
Extension
40.00
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
` CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
----------------- ----------
Permit Fee Total 40.00
Plan Check Total .00
Grand Total 40.00
08-00200040
---------- ----------
.00 .00
.00 .00
.00 .00
Page 2
Date 3/12/08
40.00
.00
40.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
This permit form is provided by the Building Industry Association of Central Ohio as a public service.
. rTMl APPLICATION FOR BIJILDING PERMIT
THE Builders PLEASE PRINT AND PRESS HARD - ALL FOUR COPIES MUST BE LEGIBLE
ISSUED IN OHIO UNDER AUTHORI
0 Bexley
Columbus
Dublin
Franklin Co
• Gahanna
• Grove City
1. IDENTIFICATION
0 Groveport
0 Hilliard
0 New Albany
0 Powell
0 Reynoldsburg
? Upper Arlington
OWNER'S NAME r n
BLDR./CONTR. NAME ?,?
ARCH./ENG. NAME cUt S
2. Street an umber location?
A.?S E W side of
B.
?
3. Subdivision
NearestMa?or Intersection ?
4„County Audit r-s Taxin District ?
tJ ?
C6
? r
1
.
1 1-7 _ n 1 r?1ni A
TY OFt: i IL,_\? 1e- w V L- Wning District__Date
Z?q Dwelling or Bldg. Permit No.
OWest¢?lej 1 ?
0 Whit?iall Pian No. Addenda No.
???lsloN BUILDING LOT
'Its deed for this lot been recorded? 0 YES [3 NO
If answer is NO, approval of Planning Commission is necessary
[3 before lot can be recorded.
STREET ADDRESS I CITY2IP
- (-ira nv? l (
r
Lot 2
Number ? Acres
_ 13 Private St. Sq. Ft.
Municipalitv
lD ? 1 Y7
hYlC.po
Parcel Not? 11_2 _2 `
feet, N S E W, from intersection of
' v
A. TY E OF IMPROVEMEIVT
New Building 0 Repair, replacement
Addition-Alteration
13 Other
B. NERSHIP
Private 0 Public (Federal, State,
Non-Profit Local f1
C. COST (Omit Cents) $ dz ?vdv .00
D. TYPE OF USE
IDENTIAL
One family 13 Two family 13 Three family
? Four or more family.
0 Accessory Garage 0 Swimming Pool
0 Other
Total No. of Bedrooms:
•--?
NON-RESIDENTIAL
13 Church or religious 13 Swimming Pool
13 Industrial 13 Parking Garage 0 Office, Bank
0 Accessory Garage 13 School 0 Public Works
0 Other
E. PRINCIPAL TYPE OF FRAME
Y,Masonry (wall bearing) C3 Structural Steel
Wood Frame 0 Reinforced concrete
Other
F.
Gas 13 Electricity
90ther
G. TYPE OF SEWAGE DISPOSAL
H.
Public Sewer 13 Private system
Public 0 Private (well, cistern)
FEE SCHED LE
g?T` a
? /,k7 7
ZAMeR? - /8b0
Alter./Add.
Plan Exam.
Other
TOTAL
BUI ING CONTAINS
?Gross Sq. Ft.
LivingArea
Sq. Ft.
Garage
BUILDING DIMENSIONS
Separate Permits: Separate permits are required for electr' wiring, heating and ventilating, plumbing, moving, wrecking, shoring, use of public
property, and tents.
Inspection: Inspections must be called for 24 hours in advance for footer, all rough inspections, insulation, pre-lath, final for certificate of occupancy.
' The owner of thi ding and undersigned, do hereby covenant and agree to comply with all the laws of the State of Ohio and the ordinances of this jurisdiction, pertaining
? to building and buil nd to con t the proposed building or structure or make the proposed change or alteration in accordance with the plans and specifications submitted
herewith, and ce e inf m ion an tatements g' on this application, drawings and specifications ar at est of th ' nowledge, true and correct.
Applicatlon by Address ?+
Owner's or Agent's Signature
DO NOT WRffE BELOW THIS LINE (Office Use)
'Fspl, ------ -- I' ? . ------------- ------? ?-.-?-?
an Ex aminer's App?/f oval? Dat? Zoning Approvel: Date Fs suing Auth/o?ritles Approval: Date
nature?/?LaZI . ld/??1? ? Slgnature lg nature ?.J ry ?
Auditor's
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 08-00200040 Date 2/12/08
Property Address ...... 7686 KELLY DR
Parcel Number: 273-011283
Alternate Address: WYANDOTTE WOODS 4#126
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . . Trinity Home Builders
Contractor . . . . . . . . . TRINITY HOMEBUILDERS INC
Permit . . . . . . RESIDENTIAL BUILDING PERMIT
Additional desc . .
Permit Fee .... 500.00 Plan Check Fee .. .00
Issue Date . . . . a?aa.og Valuation . . . . 0
Expiration Date . . 8/10/08
Qty Unit Charge Per Extension
BASE FEE 140.00
9.00 40.0000 RES BLDG PLAN REVIEW 360.00
----------------------------------------------------------------------------
Permit ...... RES HEATING, VENTILATING, A.C.
Additional desc . .
Permit Fee .... 330.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/10/08
Qty Unit Charge Per Extension
BASE FEE 60.00
9.00 30.0000 RES HVAC 270.00
----------------------------------------------------------------------------
Permit ...... LOW VOLTAGE ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 130.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/10/08
Qty Unit Charge Per Extension
BASE FEE 40.00
9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00
----------------------------------------------------------------------------
Permit . . . . . . GAS LINE PERMIT
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/10/08
Qty Unit Charge Per
BASE FEE
Extension
70.00
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
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 08-00200040 Date 2/12/08
-----------------------------------------------------------------
Permit . . . . . . WATER PERMIT -----------
Additional desc . .
Permit Fee .... 1700.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 8/10/08
Qty Unit Charge Per Extension
1.00 1700.0000 EA WATER DUBLIN .75" WATER TAP 1700.00
-----------------------------------------------------------------
Special Notes and Comments -----------
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of TWO, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on The
City of Dublin approved Street Tree List.
Installation will ocur during the landscape phase
of this house. Placement of the TWO TREES will be
Field-Verified by The City PRIOR to INSTALLATION.
CORNER and THROUGH LOTS Shall Meet This
requirement on all street frontages.
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 -----------
510.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2 000.00
SEWER COLUMBUS 3 044.00
SEWER INSPECTION FEE 120.00
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
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 08-00200040 Date 2/12/08
-----------------------
Fee summary
----------------- ------------
Charged
---------- -------------
Paid
--------- -----------
Credited -----------------
Due
Permit Fee Total
2730.00 -
.00 ----------
.00 ----------
2730.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5704.00 .00 .00 5704.00
Grand Total 8434.00 .00 .00 8434.00
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
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shall comply with the 2006 Edition of the
Residential Code of Ohio, as amended.
PLAN REVIEW CH ECKLIST
Application No
O?-o`ZOO 0 y v ?
. ?` o
:?+ N
f O $'
Date Reviewed /1
2?
y a
? ?a
? ?
Q ?
d
,
, d U c 4) cMi
Reviewed By O? o Z ? c Q Plan Reviewer's Comments & Notes
U a,
• a a
? Approved Disapproved N
o ? ? o
z
N ?
C ?
2006 OBBC Model Energy Code ? Worksheets required
106.1.1 Manual J/Electric Loads ? All Houses
Ordinance Stair Risers & Treads k/ 7314"max. riser 10"min. treads and 6'8"headroom
R303.1 Light & Ventilation Schedules
? Schedules Required on Plans; houses, additions and sunrooms
R303 6 Stairway Illumination
R306
R307 Sanitation - Fixture Clearance
Figure 307.2
R308 Required Safety Glazing
R309
Ordinance
Attached Garage Fire Separation
? 1318" s.c. or 20 min. door and 518" 8
gyp. d. Type "z"on all common
walls and ceiling
R310 Emergency Escape and Rescue 5.7 sq. ft. (24" net hgt. 20" net widfh) max. window still hgt. Of 44"
Openings a f f
R311.2.2 Under Stair Protection 112" gyp. Bd. Type '?C'; enclosed spaces with access
311.4.1 Exit Door Required ?/ .
R311.4.2.1 Interior poors Bath 2'4"x 6'8", habitable rms & basement stairs 216'k 6'8"(min)
R311.4.3 Landings Minimum 3' x door width
R311.5.6 Handrails
R312 Guards
R313 Smoke Detector Locations Bsmt./hallway/bedrooms wired to prime electric/battery pack -
up/interconnected (one each (loor)
R314 Foam Plastic Separation
Ordinance Carbon Monoxide Detector Outside sleeping areas
R401.4.1 Soil bearing capacity Use 1,500psf
R403 Footing/pier/pad size 8 location(s)
R403.1.6 Foundation anchorage 1/2" anchor bolt @ 6'0" oc; 7" into masonry & concrete
R404 Foundation wall sizes & reinforcements Stamped engineered foundation plan required for houses and
additions
R405 Foundation drainage systems .
R406 Damproofing or waterproofing
R502.3 Floor joist(s) allowable spans lumber speciflications required on drawings
R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2)
R502.6 Bearing
q
- 1 112" for wood & stee!/ 3" for masonry & concrete
R502.11.4 Floor Trusses F! I Engineered design required at Frame Inspection
PLAN REVIEW CH ECKLIST
y
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lan Reviewer's Comments & Notes
R503 Floor sheathing
R(402 2)
R 506 Concrete floors on ground
R602 Wood wall framing
R602.3.1 Stud size & spacing Table R602.3.1
R602.10 Wall bracing
R603 Steel wali framing
R703.7 Masonry veneer Table 703.4
R802 Wood roof framing Show truss profiles on roof plan
IR802 3 Framing details Raffer ties, joist not perpendicular to rafters
R802.4 Allowable ceiling joist spans
R802.5 Aliowable rafter spans
R802.10 Wood trusses Stamped engrneered roof trusses required at (raming inspection
R807 Attic access 22"x 30"
R1001 Masonry chimneys Spark arrestor with rain cap per City Ordinance
R1002 Factory built chimneys Spark arrestor with rain cap
R1003 Masonry fireplaces ? Table 1003.1 & Figure 1003.1
R1004 Factory built fireplaces
R1005 Exterior air supply
M1701 Combustion air 50 cubic per 1,000 btu/h
Front & Back Form
Revised 03/19/2007
a
FOR OFFICE USE ONLY
RESIDENTIAL SITE PLAN REVIEW
PERMIT # 74d SUBDIVISION NAME W ' V) J O y W?O "/S
BUILDER'S NAME J?IN I r'? t'bi?? P ASE # SECTION # LOT #/1Z41
CONTACT PERSON CURRENT ZONING 0A 10
TELEPHONE # PLAT RECORDED --2 q V?
)? NEW ? REMODEL/ADDITION ? DECK/PATIO ? FENCE ? OTHER
? 25°!o EXPANSION ? SIGNIFICANT EXTERIOR ALTERATION - Altering Projections and/or Recesses
Parkland Conveyed or Park Fee Paid /3,4pproved/NA ? Disapproved
Subdivision, Section and Lot Number Shown ;KApproved/NA ? Disapproved
Street Name and R/W Dimensions Shown
? A?Approved/NA 0 Disapproved
Scale and North Arrow Shown J ?Approved/NA ? Disapproved
Property Line Bearings and Distances Shown XApproved/NA ? Disapproved
1
Building Lines Shown and Dimensioned
?Approved/NA
? Disapproved
All Easements Shown and Dimensioned ?6pproved/NA ? Disapproved
No Build/No Disturb Zones Shown and Dimensioned Xpproved/NA ? Disapproved
f
Front Setback Confirmed or per Recorded Plat (AZinimum 3s )
Y-Approved/NA
0 Disapproved
Side Yards Verified (Minimum Comb ! F MDBS ) ?Approved/NA ? Disapproved
Rear Yard Confirmed or per Recorded Plat (Minimum C25 ) XApproved/NA ? Disapproved
Lot Frontage Confirmed or per Recorded Plat (Minimum )
Recorded Plat Information Verified by V C_? Date
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 Dimioned
Air Conditioning Units Shown 4-3
ssory Structures Shown and Dimensioned
Acce
Fence, Wall or Satellite Dish Shown (Separate Permit Required)
No Encroachments Shown
Driveway Shown and Dimensioned per Code Section 153.210
Sidewalks Required leS Shown i%-e?
Tree Protection Required YP?S Shown
Street Trees Required ly.? Shown ?
Minimum Caliper 2'/z-Inch
Yard Trees Required on All Street Frontages Shown
90-Foot F ta e or Greater - Minimum 3 Yard Trees Required
Less ?kair90-Foot Frontage - Minimum? Yard Trees Required
m?mum a iper 2 z- c ,..... _._ --
Distance From Side Property Line Minimum 7 Foot
Located Within the Minimum Front Setback
Proposed Species Listed on Approved Street Trees List
? Approved/NA
?(Approved/NA
O?cpproved/NA
V--<Pproved/NA
? Approved/NA
CApproved/NA
0 Approved/NA
? Approve A'
0 Approve A
Approved/NA
pproved/NA
Q?'Approved/NA
'Approved/NA
W'ApprovedlNA
0 Approved/NA
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Approved/NA
- ? Disapproved
pproved/NA
? ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/IvA ? Disapproved
?
d
d
?
?
V
?
?
?
?
?
?
?
C
?
v
Chimney - Cantilevered or Shed-Type Prohibited
Chimney Shown with Foundation
Chimney Extends Beyond the Eave Line
Required Material - Brick Stone
Foundation Material - Two Materials Maximum
Brick
Stone
Stucco
Decorative Block v
Side-Load Garage Shown (Exempt from Street-Facing Garage Requirements)
OR Street-Facing Garage Requirements -(IF Less than 601 to the Front Property Line)
Door Onenine Maximum Width Sizes
? Approve` A ? Disapproved
? Approve A ? Disapproved
? Approve 0 Disapproved
XApprove(/N .? ? Disapproved
? Approv?dYNA j ? Disapproved
??
Any One Garage Door Opening - Maximum 18 Feet XApproved/NA _ ? Disapproved
' -- ----a
Combined Garage Door Openings - Maximum 26 Feet ? Approve Any Garage Door - Masimum Height 9 Feet ?ApprovecUNA ? Disapproved
Percentage of Garage Door Opening Width to the Overali Linear Distance of the Front Elevation
(A Detached Street-Facing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the .ront,Elevation Calculations)
Door Opening Totaling Two or Less Car Widths - Maximum 35 Percent ? 0 Approv A`? Disapproved
Door Opening Totaling Three Car Widths - Maximum 45 Percent ?? ?? Approved/NA ? Disapproved
?
Projection From Adiacent Vertical Wall Plane of the Home -
Garage Door Opening Totaling Two or Less Car Widths - Maximum 12 Feet
Garage Door Opening Totaling Three Car Widths - Maximum 10 Feet
Required Projection Between Doors - Minimum 16 Inches
Garage Door Material - Particle Board or Masonite Prohibited
Garage Door Color - Low-Contrast - Same or Similar to Primary House Color
Garage Door Trim Color - To Match Doors or Primary House Trim Color
Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12
Roof Material - Life Expectancy Minimum 25-Year
Metal Slate Tile Wood
Asphalt Shingles Required to be "True" Dimensional Shingles
Minimum Weight 240 Lbs/Square
Exposure Length - Maximum 55/8-Inch
Color -
? Approvec?//?VA/
/? ? Disapproved
``..
Approved/NA
Approved/NA
Approved/NA
Approved/NA
Approved/NA
v??,Approved/NA
A\Approved/NA
? ?Approved/NA
XApproved/NA
lApproved/NA
? Approved/NA
? Approved/NA
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
0 Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
El Disapproved
Water Table -
Water Table - Above Grade 24 Inches ? Approve ti? 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 gopproved/NA ? Disapproved
Three M?teria ,am per Major Facade ?Approved/NA ? Disapproved
Brick Cultu;red Ston? Fibrous Cement Glass Block Stone Stucco ? Vinyl*' Wood Board
Exterior Material nges - "
Inside Corner OR Minimum 2-Foot Wrap Outside Corner v Approved/NA ? Disapproved
IF Side Gable - Quoins OR Minimum 3'/z-Inch Wide Corner Trim Boards ? Approved/NA 0 Disapproved
2
Windows - Trim OR Shutters Required XApproved/NA ? Disapproved
Trim
Minimum Width 3%z-Inch OR
Brick Detailing, Soldier CourselRowlock (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
Four-Sided Architecture
Two Design-Elements Required on Each Elevation AND pproved/NA ? Disapproved
Each Street-Facing Elevation Requires Three Design-Elements , pproved/NA ? Disapproved
(Corner and Through Lots Have More Than One Street-Facing Elevation)
Design 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 proved/NA ? Disapproved
At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND proved/NA ? Disapproved
At Least One Design-Element 9 Feet Above First Floor. I Approved/NA ? Disapproved
(Required if Wall Area is Greater Than 24-Feet Wide and 9 Feet High) _ - _ - ;
Housing Diversity - Model Namec=-?_-? pproved/NA 0 Disapproved ?
? ._-
l?- a- 4?
BUILDING PERMIT ? Approved ? Disapproved
COMMENTS:
REVIEWED BY
2
DATE 4 '/?
T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RES[DENTIAL CHECKLIST WITH APPEARANCE CODE.DOC
(Rev. August 2, 2005)
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NWOBOA
Mechanical Systems Description Form
Job site
Address: (p N . Contractor: _ skvenso,1?
Work Type: A New [ ] Replacemeat
HEATING, VENTILATION & AIR CONDITIONING SYSTEM DESCRIPTIONS (seleet items as listed)
1. Furnace location: asemen Garage Attic Other
2. Water heater location: asemen Garage Attic Other
3. Condensing unit location: ear ar Side yard (left) (right)
4. Furnace / water-heater capacity: BTU's p
5. Fuel type: Natura ga L.P. Electric
6. Furnace AF'UE rating: 80%_ 90% +
7. Ductwork type: Sheet meta Duct board
8. Air conditioner capacity: d7_ Ton
9. Air conditioning SEER rating: 11 12 13 14 15 16
10. Location of gas meter Front yard Rear yard Side yar (left) (right)
11. Location of vent terminations for: (Dryer: front/rear/ i e /other )
(Furnaca: front/rear e ar other )
(Water heater: front/rear/aide yard/other.
)
PLUMBING SYSTEM DESCRIPTION (writa in niimlior e%f f4„4,,,-ee 1,e1,,...1
Descriptioa Count Descriptioa Couat Descriptioa Couat
Water closets Dishwashers Sewage grinders
Lavatory sinks Garbage disposals Bidets
- Whirlpool tubs Drinking fountains Bar sinks
iHot tubs Kitchen sinks Hot water dispensers
Showers Shampoo bowls Water heaters
Floor drains Oil/sand intercept. Backflow devices
Laundry tubs Floor sinks Washers, automatic
Select size below for buildiag main drain: Sump pumps
3 inch 4 inch 6 inch
Building water service size: x inch 1 inch 1 3Y4 inch 1 M inch 2 inch
Building water service type: copper pvc/nlastic
ELLCTRICAL SYSTLM DESCR2PT20N 1w,-4*v 4" e3 - rs..,,;..sa -.a J.., _ _.._? ___.
Underground service --- --
Single phase --- ----- ------ ----•.
Overhead service [ ] Three phase [ ]
Number of 120 volt
Service conductor size: ? OOW circuits: ?j'CS
Number of 240 volt
Service conductor type: aluminum (copper) circuits:
Grounding electrode '
conductor size: Service size:
Grounding electrode
conductor type: (aluminum) o r Service location: '?1'???/t!'f-
/_ I.pproved by_ Date
4hio Residentiat Pian Submittal Form Pada
___. •.{'p]?? rY'3?.s?? ? - ? ? ??_6??5'?_ ? ..??..Ci?...n?.?
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A above, I am perfnrming fhe electrtcaVHVAG work desa?ed above. Date-L/I-LAI
MOTE: Persecffon 906,1 the Resfdential8uilfflng OfflcTal may require adaNtiana/ drawings, technlcal data or documenfatton /n
orr/er to verlfy complfance. :
Bui[ding DepaMment Only
Rpr 09 2007 11:35RM HG Electric 614-443-9705 p.2
4l912007
B G ELECTRIC
PAGE (1)
LOAD-CALCUL RAGE(1)
SERVICE RlSER PAGE(2)
Residential Standard Catculation 4i912007
STEP 1 Article 220-42 and 52 (a) &(b)
sq. R + 5000 General Lighting foad
2 Small Appliance
2 Laundry circuit
Gen.Lgt.,Sm App.& Laun. Load
STEP 2 Article 220-50 8 51
s ton - 8,900 VA AHU 1select ?
Wc *2 jw VA AHU 2 select
WC#4V VA AHU 3 se?ect ?
a/C VA AHU d?ett ?
NCVA AHU 5 seiea ?
STEP 3 Article 220-53
cns . Water Heater
1,400 VA v Refrigeratar
. Freezer
I,400YA v 1 DiphwBSher
1,127 VA . 1 Disposel
v Trash Compaclor
1,400 VA v ? Microwave
L] I,800 VA . 1 Cenira! Vac
Mini ReTrigeratar
v . Spa ! Hot Tub
?75o VA V 2 Garege Open
v ironing Center
Q 1 hp . Whiripool Tub
C?7 1 1 hp . Gaa Fumace
? 1/2 hy v Sump Pump
select ? Wel1 Pump
seiact ? Lift Pump
Pool Equip. Pane!
?
?
STEP 4 Artide 220-54
EiectriG Clathes Dryers
STEP 5 ArtiGe 220-55
MODEL: JP-5R
B G ELECTRIC
15,006 VA P.O. BOX 578
3,000 VA GROVE GITY, OH 43123
3,000 VA 614-443ti9700
21,000 VA 41B/2D071023
3,000 VA (o 100°k= 3,000 VA
18,000 VA 635%= 6,300 VA
VA @ 25°k = VA
(ienerat Llghting Demand Load 9,300 VA
VA Total Heat Load VA
VA Total• CU Load 8,800 VA
VA Greater of Hest 11100% ve.AtC @ 100% 8,900 VA
VA
VA
Appliance Demand Load 10,076 VA
VA
1,400 VA DryerDemand Load 5,Q00 VA
va
1,400 VA Range pemaod Laad 9,350 VA
1,127 VA
VA 3ervice Demand 42,626 VA
1,400 VA
1,800 VA Demand Load 17$ A
VA
VA Meutral Demand 123 A
1,500 VA -
VA Min.ServtCe Req,. 200 A
1,840 VA
1,840 VA Min. Feeder size 410
1,127 VA Min, Neutral sixe 210
VA Eq. Grding Cond. 4
VA O Aluminium
va ,oo% oemend
VA No Demend
VA No Demnnd Toial Appliance Load 13,434 VA
4 or more riemand (M 7596 plus 100% demand l0ads 10,076 VA
5,000 VA
Electr(c Rsnges Col A. demand W
Numbar af appliances
Ccoktop 8,000 W Col C demand
? aneac eox rar cas Range Cooktop Col C demand .
Oven(s) 4,500 W Coi C demand
Oven(s) 4,500 W Cal C demand
Number of applianoes 3 Dam. Facea 55°Jo
Cooktop & Oven Demand Load 8,350 W
Fipr 09 2007 11:35RM BG Electric
4/912007
B G ELECTR[C
Residential Standard Calculation
700 Ampere
rated meter can
Grounding electrode
shall com ply with
Sec. 250.50
G.E.C. shall comply with
Sec. 250-66
2 in. Min. size Conduit
410 AL Ungrounded conductors
210 AL Neutral conductor (min.)
Undergraund Riser
Service Conductors by Utility
XHHW 90C
XHHW 90C
614-443-9705
p.3
PAGE (Z)
LOA[}-CALCUL PAGE(1)
SERVICE RISER PAGE(2)
MODEL: JP-bR
200 Amp
Main Breaker Panei
12Q/240v
42 Circuit Panel
pernand Load
178 Amper+ea
Neutral Demand
123 Amperes
R1
Hpr 09 20?7 11:35AM BG Electric 614-443-9705 p.4
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ENERGY CODE INSPECTION CHECKLIST
Date: October 19, 2007 Rating No.: Worse Case Scenario
Building Name: JP5R Rating Org.: Comerstone Energy
Owner's Name: Homewood Homeowner Phone No.: 614351-1439
Property: Various Rater's Name: Chris Patterson
Address: Various, OH Rater's No.: 06-02
Buildees Name: Homewood Corporation
Weather Site: Delaware, OH Rating Type: Based On Plans
File Name: JP5Rblg Rating Date:
Buildina Infomiation:
Conditioned Area (sq ft): 6263
Conditioned Volume (cubic ft): 53690
Insulated Shell Area (sq ft): 10516
The items below will be inspected for energy code certification. Any deviation from these specifications should be brought
to the attention of Chris Patterson, as soon as possible to assure that the project will still comply with energy
code requirements.
Ceilings:
[] 1. Attic: R30 Attc (2x4 24oc) (1386 s.f.)
R-19.0 continuous insulation, R-11.0 cavity insulation.
Name: Main Insulation Grade: I II III Face / Inset
Comments/Loqtion
[] 2. Vaulted: R30 Vault (2x4 24oc) (942 s.f.)
R-19.0 continuous insulation, R-11.0 cavity insulation.
Name: Vaulted Insulation Grade: I II III Face / Inset
Comments/Location
Above-Grade Walls:
[] 1. Wall: R13 (2x416oc) (2054 s.f.), Between conditioned space and ambient
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: 1st/2nd Flr Insulation Grade: I II III Face / Inset
Comments/Location
[] 2. Wall: R19 (2x616oc) (1224 s.f.), Between conditioned space and ambient
R-0.0 continuous insulation, R-19.0 cavity insulation.
Name: 1sU2nd Flr Insulation Grade: I II III Face / Inset
REM/Rate - Residential Energy Analysis and Rating Software v12.42
This information does not constitute any warranty of energy cost or savings.
O 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
JP5R Page 2
Comments/Location
[] 3. Wall: R13 (2x416oc) (433 s.f.), Befinreen conditioned space and garage
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: Buffered Insulation Grade: I II ill Face / Inset
Comments/Location
Windows and Skylights:
Window-to-Wall Area Ratio: 0.17
[] 1. Window: U-0.35 SHG-0.34 (191 s.f., East), U-Value: 0.350, SHGC: 0.340
For windows without labeled U-factors, describe features:
Name: Front Orientation: East
CommentsJl.ocation
[] 2. Window: U-0.35 SHG-0.34 (103 s.f., North), U-Value: 0.350, SHGC: 0.340
For windows without labeled U-factors, describe features:
Name: Right Orientation: North
Comments/Location
[] 3. Window: U-0.35 SHG-0.34 (249 s.f., West), U-Value: 0.350, SHGC: 0.340
For windows without labeled U-factors, describe features:
Name: Rear Orientation: West
Comments/Location
[] 4. Window: U-0.35 SHG-0.34 (88 s.f., South), U-Value: 0.350, SHGC: 0.340
For windows without labeled U-factors, describe features:
Name: Left Orientation: South
Comments/Location
[] 5. Window: U-0.50 SHG-0.50 (9 s.f., South), U-Value: 0.500, SHGC: 0.500
For windows without labeled U-factors, describe features:
Name: Bsmt Orientation: South
Comments/Location
[] 6. Window: U-0.50 SHG-0.50 (9 s.f., North), U-Value: 0.500, SHGC: 0.500
REM/Rate - Residential Energy Analysis and Rating Software v12.42
This information does not constitute any warranty of energy cost or savings.
0 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
JP5R Page 3
For windows without labeled U-factors, describe features:
Name: Bsmt Orientation: North
Comments/Location
Doors:
[] 1. Door: Steel Foam Core (22 s.f.), R-Value 2.8
Comments/Location
[] 2. Door: Steel Foam Core (19 s.f.), R-Value 2.8
Comments/Location
Frame Floors:
[] 1. Floor: R19 (2x10 16oc) (665 s.f.), Between conditioned space and garage
R-0.0 continuous insulation, R-19.0 caviry insulation.
Name: Cant.#1 Insulation Grade: I II III Face / Inset
Comments/Location
[] 2. Floor: R19 (2x1016oc) (40 s.f.), Beiween conditioned space and ambient conditions
R-0.0 continuous insulation, R-19.0 cavity insulation.
Name: Cant.#2 Rear Insulation Grade: I il III Face / Inset
Comments/l.ocation
Foundation Walls:
[] 1. Wall: R5 8B GD (1085 s.f.), Beiween conditioned space and ambienUground
R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation.
Name: Basement Insulation Grade: I II III Face / Inset
Comments/Location
[] 2. Wall: Un 8" Conc Block (211 s.f.), Between conditioned space and ambient/ground
R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation.
Name: Uninsulated Insulation Grade: I II III Face / Inset
Comments/Location
[] 3. Wall: R5 86 GD (272 s.f.), Between conditioned space and garage/ground
REM/Rate - Residential Energy Analysis and Rating Software v12.42
This information does not constitute any warranty of energy cost or savings.
O 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
JP5R
Page 4
R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-5.0 exterior insulation.
Name: Bsmt. Buffer Insulation Grade: I II III Face / Inset
Comments/Location
Slab Floors:
[ ] 1. Slab: Uninsulated (1870 s.f.)
R-0.0 perimeter insulation, R-0.0 under slab insulation.
Name: Basement Insulation Grade: I II III Face / Inset
Comments/Location
Rim and Band Joists:
1. Joist: 1st12nd Fir (306 s.f.), Between conditioned space and ambient
R-0.0 continuous insulation, R-13.0 caviry insulation.
Name:1st/2nd Flr Insulation Grade: I II III Face / Inset
Comments/Location
[] 2. Joist: 1 sU2nd Buff (28 s.f.), Between conditioned space and garage
R-0.0 continuous insulation, R-13.0 cavity insulation.
Name: 1st/2nd Buff Insulation Grade: I II III Face / Inset
Comments/Location
Mechanical Equipment:
[] 1. Heating: Fuel-fired air distribution, Natural gas, 80.0 AFUE.
Make and Model Number.
[] 2. Cooling: Air conditioner, Electric,13.0 SEER.
Make and Model Number.
[] 3. Water Heating: Conventional, Natural gas, 0.56 EF.
Make and Model Number.
Air Leakage Control:
[] Joints, penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
REM/Rate - Residential Energy Analysis and Rating Software v12.42
This information does not constitute any warranty of energy cost or savings.
O 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
JP5R
Page 5
[] Recessed lights must be type IC rated and installed with no penetrations; or, installed inside an
appropriate air-tight assembly with a 0.5" Gearance from combustible materials and 3" clearance from
insulation.
Vapor Retarder:
[] Required on the warm-in-winter side of all non-vented framed ceilings, walis, and floors.
Materials Identification:
[] Materials and equipment must be identified so that compliance qn be determined.
[] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[] insulation R-values and glazing U-factors must be clearly marked on the building plans or
specifications.
Duct Insulation:
[] Ducts in conditioned basement must be insulated to R-0.0.
[] Ducts in conditioned basement must be insulated to R-0.0.
[] Ducts in attic, exposed must be insulated to R-8.0.
[] Ducts in attic, exposed must be insulated to R-8.0.
[] Ducts installed in exterior wall assemblies shall have at least 2" of rigid foam insulation with foil
facing installed beiween sheathing and ducts.
Duct Construction:
[] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used
for fibrous ducts. Duct tape is not permitted.
[] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[] Themiostats are required for each separate HVAC system. A manual or automatic means to
partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided.
Circulating Hot Water Systems:
[] Insulate circulating hot water pipes to the levels in Table 1.
Heating and Cooling Piping Insulation:
[] HVAC piping conveying fluids above 120 °F or chilled fluids below 55 °F must be insulated to the
levels in Table 2.
REM/Rate - Residential Energy Analysis and Rating Software v12.42
This information does not constitute any warranty of energy cost or savings.
O 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
ENERGY CODE INSPECTION CHECKLIST
JP5R Page 6
Table 1: Minimum Insulation Thickness for Circula6ng Hot Water Pipes.
Insulation Thickness in Inches bv Pbe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0
140-160 0.5 0.5
100-130 0.5 0.5
Table 2: Minimum Insulation Thickness for HVAC Pipes.
Fluid Temp.
Piping System Types Range(°F)
Heating Systems
Low Pressure/Temperature
Low Temperature
Steam Condensate(for feed water)
Cooling Systems
Chilled water, Refrigerant,
and Brine
1.5 2.0
1.0 1.5
0.5 1.0
Insulation Thickness in Inches by Pipe Sizes
2" Runouts 1" and Less 1.25" to 2"
201-250 1.0 1.5 1.5
120-200 0.5 1.0 1.0
Any 1.0 1.0 1.5
40-55 0.5 0.5 0.75
Below 40 1.0 1.0 1.5
2.5" to 4"
2.0
1.5
2.0
1.0
1.5
REM/Rate - Residential Energy Analysis and Rating Software v12.42
This information does not constitute any warranty of energy cost or savings.
O 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
2006 IECC ANNUAL ENERGY COST COMPLIANCE
Date: October 19, 2007 Rating No.: Worse Case Scenario
Building Name: JPSR Rating Org.: Comerstone Energy
Owners Name: Homewood Homeowner Phone No.: 614-351-1439
Property: Various Raters Name: Chris Patterson
Address: Various, OH Raters No.: 06r02
Builder's Name: Homewood Corporation
Weather Site: Delaware, OH Rating Type: Based On Plans
Fle Name: JPSRbIg Rating Date:
Annual Energy Cost
Heating:
Cooling:
Water Heating:
Lights & Appliances:
Photovoltaics:
Service Charge:
2006 IECC As Designed
1345 1246
183 129
218 222
1276 1286
-0 -0
102 102
Total:
Duct Insulation R Value Check (per Section 403.2.1)
Minimum Duct Insulafion (Design must be higher):
Window U-Value Check (per Section 402.6)
Window U-Value (Design must be lower):
3124 2985 '
8.0 8.0
0.480 0.354
This home MEETS the annual energy cost requirements in accordance with Section 404 of the 2006 Intemational Energy
Conservation Code based on a Gimate zone of 5A.
` Design energy cost is based on the following systems:
Heating: Fuel-fired air distribution, 20.0 kBtuh, 80.0 AFUE.
Cooling: Air conditioner, 12.0 kBtuh, 13.0 SEER.
Water Heating: Converitional, Gas, 0.56 EF.
Window-to-Wall Area Ratio: 0.17
Blower door test: Htg: 0.35 Clg: 0.18 ACHnat
In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been
changed prior to calculating annual energy cost. Furthemiore, the standard reference design HVAC system
efficiencies are set to the "prevailing federal minimum standards" as of January, 2006. These standards are
subject to change, and software updates should be obtained periodically to ensure the compliance calculations
reflect current federal minimum standards.
REM/Rate - Residential Energy Analysis and Rating Software 02.42
This information does not constitute any warranty of energy cost or savings.
O 1985-2007 Architectural Energy Corporation, Boulder, Colorado.
CITY OF DUBLIN
CITY OF DUBLIN
PERMIT NUMBER:
08- ?000?C?
E
DIVISION OF ENGINEERING
RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: W
Lot Number:
Reviewer:En?
rs
Address: ,?6 8 b Ka. Lo-u LL n_u? Of . . 171 0 OC
%J
ITEM DESCRIPTION YES NO N/A
1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision
for approval to the Master Grading Plan. If No, proceed with review.
2 Lot elevations match Master Grading Plan.
3 Are existing elevations on the site plan for a new home in an older subdivision or a plan with unusuai
grading field verified? If Yes, proceed with review. If No, request field verification.
/
r/
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path.
5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of
the apron (for a side-loaded garage) to the rear edge of the pedestrian path.
?
6 The driveway slope is less than 8.0%.
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of-way
8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant. ?
9 Side yards do not exceed 3:1 slopes.
10 A major flood routing path is located on this lot. If Yes, does it match Master Grading Plan? If No,
proceed with review.
?
11 First floor elevation is shown (not to be verified).
12 Basement floor slab elevation is shown (not to be verified). ?
13 Garage floor elevation is shown (not to be verified).
14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled.
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 and storm structures are shown, labeled and match the approved construction drawings.
18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings
19 Required sidewalk and/or bike path location and size is shown and labeled.
20 Location and size of existing sidewalk/bike path along side property line is shown and labeled.
21 Tree lawn siae is shown and labeled as 7 feet.
22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number: 3 9D*9G d D?N Effective Date: O 4'?j ?. 9 g ?
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.
28 A north arrow is shown.
29 If a corner lot, address should be for street that the front door faces. ?
.._WW__?__
RTVIEW RESULTS: IV/APPROVED
0 DISAPPROVED
? Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit
applications to the Division of Building Standards.
5750 Chandler Court
Westerville, OH 43082
E-Mail: hoyssinc@aol.com
Phone (614) 895-1922
Survey Fax (614) 895-1949
Construction Fax (614) 895-9549
"LA
DE(
WII
PLA
THF
FoR TRINITY HOMES HOUSE STYLE JPSR "D"
LOT/SUBDIVISION 126 WYANDOTTE WOODS SEC. 4 cin oF DUBLIN
SCALE 1" = 20' P.''F"' pG DATE 05-11-05 ORDER NO. DRN. DR CK.
FLOOD ZONE X COMM. PA L 39049C PAGE 0038H DATE 04-21-99
MINIMUMS R:2S%
S: g??1g' io?+ 5-b
Tree Protectiorl rencing
il`.5T ?F INJ? 1 t °'•p??' a r?;'i?.
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F.F.=936.70
SAN. SEW. TAP
E.O.S.=925.96 -
1' SIDEWALK EASE.
11 934.92
BikepathiSidewalk Require H.P.
CAiL !Pra?'C u `. ? ,`N LiPJE ?0
7686 KELLY DRIVE SO'
,
* "NOTE: WATER SERVICE SIZE = 3/4"."
1"10TE : BUILDERS TO PROVIDE ?
TREE PROTECTION DURING ALL
PHASES OF CONSTRUCTION.
BUILDER TO MAINTAIN,,/
EROSION CONTROL
SQUARE FOOTAGE DATA
FOR HOMEBUILDER PRICING AND ESTIMATION PURPOSES ONLY
LoT 12481.0 WALK 207.0
HOUSE 2566.0 SopCoV. 9374.0
DRIVE 871.0 SEED COV. N/A
APPROACH 13 O.O
H
SURV YING
SERVIC S, INC.
REVISION DATE & REQUEST
i SW 11.07.07 NEWHOUSE
A JG 12-6-07 DELETE BRICK LEDGE
CATCH BASIN
T.C.= 935.23
??ftc.,?anical Units
r,?~ p?i _
7 ",! A?{?'` ?,
Ei`a GIN?'Fr3'°..', C (`Ov-?.ri •? ?:'f`'F
Ctty of I}€1`.?9:`t
APPROVED AS N011?0 q
8 PPo i ? 17-0s
hllN[MUM YARD TREES RE UIRED ON ALL STREET FRO'VTAGES
Lot Width Front Bld Se[back Tree Size and uanti[v
Up [0 59.9 feet Less than 20 feet 1 small tree
20 feet or more 1 medium tree
60-90.9 feet Less than 20 feet 1 medium tree + 1 small tree
20 feet or more 1 lar e tree + 1 medium tree
91 feet or more Less than 20 feet 1 lar?e tree + 2 trees of an size
20 feet or more 2 lar e trees + 1 tree of an size
I HEREBY CERTIFYTHAT THE
GRADE ELEVATIONS SHOWN ON
THIS PLOT PLAN ARf THE
RESULT OF AN "AS BllILT" SURVEY
PERFORMED ON
"': na GUILDEF 1-IuNA711RE
DA?E
t /2 INCH
LOT. INSTALLATION
'THE HOUSE.
VERIFIED BY
PLOT PLAN
We hereby certify that the foregoing PLOT PLAN was prepared from
informarion provided by the Client and data obtained from Engineered
Subdivision Plan. T'his Plot Plan is to be used by the Client for the sole
purpose of obtaining a buildinQ permit. The use of the Plot Plan for an
other purpose is strictly prohibited. ??q?u???????i
p ao yo
~ ~
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CF4<
DF DRK Consulting, Inc.
Structural Engineering
Building Desi9n
7630 Sawmill Road Dublin, Ohio 43016-9028
614.799.9196
, ~LOOR J013tS PLA~l1
8 R~INFORC~D M~ONRY WALL. t~E~ NOMEWOOp FOIJNpA?ION ZX SI~l. i'LA?E W/ SILL SEAL.
p~?AIL/9P~GI~ICAtI0N8 ~OR DE?QILS. ~~INCs a60Y~ WALL NO? SNOIW.
FINISI-I~p C~I~Ap~. SLOP~ AWAY A MINIMI~1
OF 6' IN 10 I~~?.
II II
. . .
. ~
II ~ C~ CO COPYRIGHT 2003
ALL DRA'
iIJFF-N-DRI _ WAI~RPROO~IWCs ' THE PR01 . ALL DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF DRK CCINSULTING, INC.
; - DRN r~afu~~ f (DRKC) AND MAY NOT BE USED,
; - 8' R~IN~ORC~q MA50NRY DUPLICA ; ~E~ NOMEWODq FOIJNqA?ION WF DUPLICATED OR ALTERED WITHDUT THE
. : : . : : ~ . ~ : ~ . ~ . ~ . : : : : ~ : : ~ : ~ : DE?AIL5/51~CI~ICAtI0N8 WRITIEN CONSENT OF DRKC.
~ . : : : ~ : : : : : : : : : : : ~n ~ fOR I~QUII~MENt6. . • - ,
~r Q ProjectNo. . . ' Project No. 1561
~ _ ~ -
~ , Drawn Drawn p}~IC
~ ~ ~ ~ ~ ~ ~ : : : ~ . ~ : : : : ~ : : . : ~ . ~ : 1111~-N-qRI
~ a Checked WAI~RPROO~I1JCs w Checked 1~11,M
~ U . : : ~ : ~ MEh1t31~ANE . ~ , ; Date
- ~ ~ Date 8/f2/03
, . : : : : : : : : : : : : : : . : : : : : ~ : : : : : : : : : : : : : : : . : : : : : : : ' : . ~ ~ • - tu
- • ...•:::.WA~1-N-DRI ~ a W,4~1-N-qRI Revision D~ Revision Dates
. : ~ ~ . ~ ~ ~ . ~ .p1ZAINAC~/IN&l,l~AtION ~OQRD- . ~ ~ : Q _ pF2AINAG~/IN~iI,ILA1'ION BOARq. > ~ ~ITFdER I 3/16' R•5~7 OR 1 3/B' R-10~2
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, . I~IAYE PRE-CUT fNTERIOR t , , Project:
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~ 4 NOMINAL lOR P~R LOCAL COp~I Founc ~ SPAC~ INL~TB A? 1~ MAX. ALONrs TN~ P~RfM~t~R Foundations-4-Energy
~ OF tNE FOl1NqATfON l15' MAX EITNER WAY OF EAGH INLET). AI-?E~N,4TE 8' CS,4P GONG. 61.aq OV~R Y~I'OR ~A}~I~R IN ~OOtINCs GN GRAII~L ~ILL l4' MIAU RaJar RaJan, Inc,
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614, ~ ~ TYP FOUNDATION ELEVATION TYP FO NDATI N WALL E I U 0 S CT ON 614.891.4900
~ A B
3/4" =1'-0" 3/4" = 1'-0" ~ eet ~t e: ~ Sheet Title:
~ ;
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~ an ~ Standard
~
rair ~ DrainStar
,
~ NoT~: ~ ec ~ Details
i Thfe drawing la tor t,he aole uae oF ~oundatfona-4-~nergy/IZeJan, Inc. and fa not valfd unleae 1! bears t,he
~ emboaaed lraiaed) ProFeas(onal EngineNxb 8eal of pale R Kfnsley or Robert W. MIIIer and it ie signed in BLl1E. ~
i ~
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/ s Sheet Num Sheet Number:
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. . ~I . . . • . . . . . . - ~ . - . - . . . . ' . . ' ' . ' . . . . . . ' .
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S UAR F T 00 A G ~ O(Y . J
ND X OF DRAW NGS ~
A A OPTIONS IN OPTION RE SQ FT SHEET NO SHEET NAME SHEET NO SNEET NAME S IN IN cU~~= (Y
CONTRACT CONTRACT z T ~-~o~w
~ FNDN PLAN - STND CRAWL 7 F - . 5 3 S AO D COVER SHEET 1-
JwW2O~QII~
' FNDN PLAN - STND AS M T - _ B..E EN 542 SF A1.1 DstndFOUNDATION PLAN - STND K 1 KIT & BATH LAYOUTS - STND O
~ (Y 0 w ~j a- OCWQT~~~ p_
FNDN PLAN - FULL BASEP~~ENT 1190 Sr A.- - 1 1 Dfull FOUNDATION PLAN FULL K-OP1 KITCHEN LAYOUTS
? I.~Z >'pZV, QOmLuO
FNDN - EXC REAR CRAWL - - - A1.1 Dex FNDN EXC REAR CRAWL ? K-OP2 BATH LAYOUTS Z N (n F- i- ~--U JU~OfU~
? :D1--0 :D~
FIRST FLOOR FLA.~J 1877 SF A1.2- I F N - ~ dt s ND DETAILS SPLIT LEVEL af afU=C]I-
? (MAIN FLOOR~ 1218 SF Y(! ~(~IIi-W-D ~ZWZOQQ..(Y
~ _ A?-D FIRST FLOOR FLAN G-OP1 2-CAR I OOTO0~ZW~- UUF-U~D Cy Vn
FA.MILY RO~~~ ~ S DE LD ( ) 6~y SF
A2-OP1 6 FT GREAT RM XT - - E ENS10N ? G OP2 3 CAR FRONT LD GARAGE
~ 4 FT GREAT RM EXTENSION 73 SF ~ REVISIONS:
~ ~ A2-OP2 GREAT RM FIREPLACE OPTIONS G-OP3 6 GARAGE SIDE EXTENSION
6 FT GREAT RM EXTENSIGN 110 SF ? Ai hR 05/78/2007 ,
A2-OP3 BREAKFAST BAY G- P4 - y ? 0 3 CAR SIDE LD GARAGE ~ OCTAG GREAl RM E,~TENSION 77 SF , GENERAL REVISIONS
2 KR 06/08/2007
A2-OP4 FAMILY RM BATH OPTIONS - ~ G OP5 4 FT GARAGE EXTENSION BREAKFAST BAY 15 ~F BWP REVISED NOIES
,
z A2-OP5 2 MASTER BEDROOM EXT. - P - ° C~ININ G 0 5.1 8 FT GARAGE EXTENSION #1 ~ ~ G RM BAY 15 SF
a.
~ A2-OP6 FOUR SEASONS ROOM G-OP5.2 8 FT GARAGE EXTENSION - 2 _ ? # a ~ GECJ
~ w
c, A2-OP7 1N-LAW SUITE DO OHIO RESIDENTIAL CODE i C ? ~ECGND FLOGR PLAN 1808 SF
A2-OP9-D DEN - ELEV - D ? D1 FNDN DTLS SLAB ON GRADE ENCLOSED 2 STGRY FOYER 49 SF ~
w . ° I
BONUS ROOM OVER 3 CAR SIDE ADD A3-D SECOND FLOOR PLAN D2 FNDN DTLS - 12 CRS - STND >
W LOAD GARAGE 150 SF ~ ~ ~ A3-OP1 PRIN _ ~
„ CESS SUITE ? D3 FNDN DTLS 12 1/2 CRS ~ _ CAR GARAGE 422 SF ~
W ~ W A3-~P2-D JACK and JIL BATH - D4 FNDN DTLS - 13 CRS
? ? ~ ~ 3-CAR FRONT LD GARAGE 615 SF !
, A3-OP3-D 2nd FL(~OR LAUNDRY - LOFT ? D5 STANDARD DETAILS
m 3-CAR SIDE LD GARAGE 615 SF
z A4.1-D ELEVA710NS 8' CLG - STND 9' CLG D6 STANDARD DETAILS
~ ~ 4 FT GARAGE EXTENSION 77 SF
U7 > > o _ A4.2-D ELEVATIONS 8 CLG" - STND 9 CLG D7 FIREPLACE DTLS - MASONRY
z ? 8 FT GARAGE EXTENSION 155 SF
O > > A5-D BLDG SECTION 8 CLG - STND 9 CLG D8 FIREPLACE DTLS - WOpD
~ o . Q ~
~ A6-D BLDG SECTION 8' CLG - STND 9' CLG D9 FIREPLACE DTLS - DIR VENT
W ~ STRUCTURA.L SPECIFICATIONS
' . , BRACED WALL PANELS _ A7-D BLDG SECTION 8 CLG - STND ~9 CLG D10 FIREPLACE ELEVATIONS
DESIGN CRITERIA , ` ,
A8-D BLDG SECTION 8 CLG - STND 9 CLG D11 WINDOW SCHEDULES ~ i. 1 OR 2 STORY RESIDENTIAL CONSTRUCTION DRAWWGS BY:
2. BASIC WIND SPEED 90 MPH NORTHLAWN ~
3. WIND EXPOSURE CATEGORY B S1-D FIRST FLOOR FRAMING PLAN D12 STANDARD DETAILS , , CONSTRUCTION
4. SEISMIC DESIGN CATEGORY B 5. sEisMic sir~ c~ASS ~ S2-D SECOND F R F ~ SERVICES; INC
6. FULLY SHEATHED EXTERIOR WITH t/Z° NOMINAL (7/16" ACTUAL MIN. LOO RAMING D13 STANDARD DETAILS )
OSS OR PLYWOOD PER R602.10.3 METHOD 3
BRACED WALL LINE REQUIREMENTS S3-D ROOF FRAMING PLAN D14 FNDN DTLS - 14 CRS . . ? ( DRAWN BY:
1. PANELS LOCATED WITHIN 12'-6" OF CORNERS OF WALL ME1-D FIRST FLOOR MECH-ELEC
2. PANELS SPACED AT 25'-0" MINIMUM NCS
3. PANELS TO MAKE UP 16~ UF WALL AREA MINIMUM E 4. BRACED WALL LINES OT HAVE MAXIMUM INTERIOR OFFSETS OF 4'-0" ME2-D SECOND FLOOR MECH-ELEC ELEV "D" i SSU ED:
(TOTAL 8'-0" MAXIMUM) 03/31 /07
F PLOTTED:
BRACED WALL SPACING REQUIREMENTS APPR4V~D PIANS MUST BE ON
1. BRACED WALLS SHALL BE SPACED AT 35'-0" MAx. SITE ~OR ALL INSPECTIONS~
2. EXCEPTION: 50' MAXIMUM SPACING ALLOWED IF THE FOLLOWING CONDITIONS APPLY: WALL LENGTH TO hEIGHT RATIO DOES NOT EXCEED 3:1
PANEL TO WALL AREA RkT10 = LENGTH/35 x 16% (23q AT 50 FEET)
DESIGN CRITERIA SEE ARCHITECTURAL DRAWINGS FOR SHEAR PANEL LOCATIONS AND SIZES ~
MODEL:
NARROW WALL PANE~ DESIGN BASED ON APA WALL BRACING METHOD HOUSE LOADING
STANDARD WALL PANEL DESIGN BASED ON THE RESIDENTIAL CODE OF OHIO ASSUMED SOIL SOILS LIVE DEAD ROOF LOAD ROOF LOAD DECK LIVE LD (DBLE
(RCO 2006) R602.10.3 BRG PRESS TYPES LOADS LOADS W/0 CEILING W/ CE~LING W/ HOT TUB JP-5R
)
1,500 PS,F SC, MI, CG 40 PSF 10 PSF 33 PSF * 45 PSF " 40 r
BRACE~~ WA~L PA N EL LEGEf~ D ELEV "D"
. - ~ CLIMATIC 8c GEOGRAPHIC DESIGN CRITERIA P3 (XX) OSB OR PLYWOOD {3/8° MIN.) APPLIED TO 16" O.C. WALL STUDS
' WITH 6d DEFORMED OR 8d COMMON WALL NAILS AT 6" O.C. AT PANEL SUBJECT TO DAMAGE FROM
EDGES OR 12" O.C. IN PANEL FIELD. SEE DETAIL SHEET D20. GROUND WIND SEISMIC WINTER ICE DAM FLOOD AIR MEAN ` SNOW LD SPEED DES CAT ~ATHER FROST TERMITE DECAY DES TMP REQ'D HAZARD FREEZE . TEMP c
P1 (WBxj SiMPS01J STRONG-TIE WB FLAT STRAPS OR EQUAL INSTALLED SHEET:
FER P~IAtJUFACTURER'S SPECIFICATIONS PER DETAIL ON SHEET D20.
BUTN STRAPS TO BE INSTALLED ON INTERIOR OF THE WALI. 20PSF * 90 B* SF,YF.RF, 32' ~ MOD•HVY Sl,T-MOD 3DF.G YF.S NO YF.S 50 WBr LENOTES LENGTH AND SIZE OF STRAP PER TABLE ON D20. MYH F DEG COVER SHEET
Y,X P~4VP NhRRQW WALL PANEL SEE DETAILS SHEET D20. ~25PSFIN *3G"DEEPINLICKINGCN7Y * •
XX UENOTES WIDTH. SEE PANEL NOTATIONS ON ARCHITECTURAL DRAWINGS. LICKINGCN7Y DELAWARECNTY, UPPER LICKINC LICKING
, ARLINGTON CN7Y = 40 CN7'f' = SO
AO-D
i
- i i i i ow ~ o(Y Q
i i i N :D
OPT'L HALF BATH OP L 3/4 BATH I ~ OPT'L FULL BATH I A' CLOSET q ~ W ~ "U ~ _
~ I ~an..ra.as~? _ I L iN CONTRACT ? IN CONIRACT I I IN CON Z
r ~ ~ ~ ~ ~ ~ zzi-0,-a ° ~ow ~ ~
I J ~ QWw~o, Qm
~'_g° 5°_3°~ 2~_g°~ g~_g° I z I I i - ~ I I ~ 2- 8 8'- 6° f-- U H>I-w>-~Z
a ~N ~ I I , ~ ~ ~ ~ " I I ~ d 3'-5" ~ ~-6' 2'-g„ - ~ ~ ~ ~ ~ ~ ~ a O ~~W~ ~ OUwa~~DO~
~ ~ ~ ~ 0 I I ~ ~ Z
~ a'0 I 2x6 L~ ~ o I ~ ~ ~ I 3'-2" ~ w r ~ ~ Ii ~ o OOm ~LtJ ~(!i
I 1 I I J I I ~ W I ~ ti ~ ~ ti~ , ° F-~Q w N ~W
~ o W B A T H _ w I I ~ w I ~ 3~ ~ ~ ~ O ~ N I v=i ~ ~ I ~ C~ p ~ 2 ~N , ~ = ro Z VNL N~, I I a ~ I ~ N q ~ ~ ~ U -j U W af U rK :D ~-~F-~ ~ ~
I 1 ~ I ~ a I I " ~ B~TH ~ ~ i " ° ~ I I ~ i. I~ B A T H ~ i 0 2D Q:~ 1-- HUo~ I (Y W OU
I 1 ~ ~ a a x ~ o ~ M = I O I~ I I I ~n a ~ O I I I ~ ~ ~ o VNL a ' w ` w ~ o ~ ~ a o ~ (1..Z~ZO<Cry~
II ~ ~ o ~I ~ I ~ W a o O II I ~ ~ oo=ocy zw~- UUF- C1:D fl~
1-----
- ~ RE ~ \ ~ - ~ `ca REVISIONS:
0 6g o ~ - o - I ,~p ~ yp6 I p6~ LB 01/29/04
D ~ ~ :r ' ~ ~ RE4 - REVISE 1-PC TUB/SHWR
pQ ~Q~ ~ Q~~' DIM', 0 DIMS; REVISE DOOR SIZE
, ~ A FAMI~Y ROOM - OPT L 1 2 BATH AND CLOSET B FAMILY ROOM - OPT'L 3 4 AT _ ' ` 2 Le o7/o7/oa
~L__ B H AND CLOSET C F - AMiLY ROOM OPT L FULL BATH AND CLOSET R~v REVISE BATHS; ADD OPT WET BAR; REVISE ELEC
SCALE: 1/4,>-1> 0" SCALE: 1 4"-1,_~" , `~1 ~ SCALE. 1 4 =1 -0 ~
3 cc o7/as/oa
REV ORIE REV TUB & SHWR ORIENTATION. CHANGED
WAL I I FRA WALL AT TUB NEAD TO 2X6 FRAMING AND REDUCED
I ROC - - - - ~ - - - - I - - - ROOM 1/2"
I
~ I ~ ~ I
~ ( I
~ _ ~ ~ I
- I
I ~ ~ ~ ~ II ~ I '
I - II I . ~ II
~ ~ II ~ ~ I II ~
~ II ~ ~ II I' . ; ~ Fa ro II ~
~ ~ EX R - 1 I I / ~ II ~P9~ / I II ~ I °
I ~ I I I SM I ~ I ~ I ~ t SM ~ I I ~ I FAN TO I I I FAN VE TO
~ ~ EXTER~ ~ ~ I ~ I I I I ` EXTERIO ~ ~ ~ ~
~ II ~ \ ~ II ~ 1 ~ ~ a Il ~ I
I I ~ ~ o I I ~ I I I ° I ~
~ 1 ~ „ ~
~ ~ - ~ ,~p ~~6 060
~ ~ ~ ~
~ Q~` Q~~" DR ° ° oQ DRAWINGS BY:
N NORTHLAWN
C CONSTRUCTION
D FAMILY ROOM - 4PT'L 1 2 BATH AND CLOSET - MECH PLAN E - ' _ ~ FAMILY ROOM OPT L 3 4 BATH AND CLOSET MECH PLAN F FAMILY ROOM - OPT L FULL BATH AND CLOSET - MECH PLAN S SERVICES, INC
SCALE: 1 4"=1'-0" > » SCALE: 1/4"=1'-0" SCALE: 1 4=1 -0 ~
DR. ~ DRAWN BY:
N I OPT'L FRONT 8AR OPTL fRONT BAR QP NCS
~ OPTION ISSUED:
I ?IN CONTRACT +''"'~!If,li ~~i I 4!A~ ~ I? IN CONIF2ACT
T~ \ I OP ' AR I / ~ PLOTTED:
~ ? IN CONTRACT ~ PLt 6-3
I OPT'~ ADJACENT 1/2 I 3AT
? ACT - I
ALIGN I I ~ ~W WALL w/ ( ~ 8'-Oy2 ~ ~
BULKHEAD I
ABV I I I MICROWAVE RECP Ma ~ 3 -8' 10'-g" I ~ ~ I AT 48" AFF MODEL:
~ ~ ~ WET BAR ~ I I ' ALIGN ~ CARPET ~ ' ~ JP-5R
J I I ~R ~ r I I - i u n
s~ -N ; 4 -6 3~-~y2 .
~ ~ ~ / ~ cv ~ ° ~ ~ o ~ ~ ~ OPTION
BATH M i ~ ~ - I v~~ ~ -
~ FAN VEN TO GFI GFI ~ 0 0 ~ ~ EXTERIO ~ SH EET
~
~ - SH~ SHEET:
"~~6 ~~0~ ~ ~
oQ oe~ F FAMILY ROOM
B BATH OPTIONS
~ FAMILY ROOM - OPT'L 1/2 BATH & BAR LAYOUTS N FAMILY ROOM - OPT'L 1 2 BATH 6c BAR LAYOUTS - ME H - ` C PLAN
SCALE: 1/4"=1'-0" SCALE: 1 4"=1'-0° ~
- FDUNDATION NOTE9 m ~
ALL 6E,hM POGKETS FOR dX__ STEEL BEAMS ~ STEEL BEfrMS
' SH,4LL BE 8 1/4" B~LCW TOP OF BLOGK. POGK JFBLOGK.POGKETS ~ tu <
52~-0° TO BE MAX. 8 3/8" DEEP.
ANGHOR STRAPS A7 6ARAGE YVALL TO BE 32'-0' 2d-0" GENTEREp ON 51LL PLATE. fr~L ANGHGR STRA kNALLTOBE ZZ~~~~o
L ANGHGR STRAPS ~ A 4GTURER'S 0 w
DIAGONf+L SGHEDULE TO BE INSTAL'_ED PER MANUFAGTURER'S 16'-8' 2'-8" "I'-4" 2'-8' 2'-8" BOLD LINE INDIGATES EXTENT OF A ab - 55'-1 1/8" INSTRUGTIONS. MA50N5 ?O LEAVE !NSTRUGTIO AVE !NSTRUGTIONS AT ~ Q- ~
~ DEGORATIVE SLOGK GOURSE qg J08 51TE FOR INSPEGTOR. ANGHOR SPAGING T RE~ER TO DET. 3 THIS SHEET ac • 69'-5 1/8" 4'_0" MAX. O.G. AND i'-U" MAX. FROM GORNERS ~HOR SPAGING TO BE uJ OO FROM GORNERS
a ~TYP). W4i OL LLQ W
~ PROVIDE P051TIVE SLOPE (MIN. 6" IN FIftST 10'• ~ ~ ~ I r TI ~ AINAY FROM POUNDATION. 6" MINIMUM TO l. 6" IN FIRST 1 O'-O") O Z Q~}- O 0~ ~ I I N I M U M T O Q W[ Q w Q-
f 2)-4"x8" PREGAST ~ ~ I I } PROPERTY LINE IF LE55 THAN 10'-0" 10'-0" ~F-Z
GONG. LINTELS ~ I ~ 0 z ~ ~ ~o ~ I ~ ~ W FOR FURTHER REfERENGE SEE: GARAGE DOOF E: GARAGE DOOR
TOP OF ~TG AT + 3'-4" / p~ l7ETAILS "J" hND "K" (5HT D-5) EXTERIOR 8" MIN GAP IN FTG FOR DRAIN ~ ~ z~ GANTILEYER DETAIL "B" (5HT D-5) HALP?~ALL ~ EXTERIOR (L I~ V 0 Q Fn..
q TILE w/ (2) 4"x8" LINTELS A8V 0" q / )-5) HALPi^IALL • ~ ~ 1JJ t-- u
MIN BRG EA END TYP A6 / DETAIL'Y" (SHEET D-6) GARAGE SEGTION DET, Ai ( J ~ / ~ ~ j "6° AND °l° ('1 BRIGK AT FRONT YY,4LL SEGTION GE SEGTION DETAILS ~ ~ T WALL SEGTION "2" O O= O~ Z W~
- ' / ~ I ~z GRAWLSPAGEDETAILS"4"AND°5"f')BRIGK D "5" BftIGK ~ ~ ti- U ~ ] ~
• • - ! • • • ~ / I ~ ~ FLASHING DETAIL 51MILAR TO "X" {D-6) I O ~ . ~ - x" (D-6)
' / ~ - - - - - - - - - - - - I GFI APPROX LOGATION OF ~ I f " INDIGATE5 ONE OF FOLLOWING REFERENGES: 46 REFERE1vGE5:
I REIN~ORGING RO 5 AT b'-0" I ~ D-1 FOR 1 1 1/2 GOURSE BASEMEN7 5U P TOP OP FTG AT 0'-0" D I / ~SEMENT f~EVI5ION5:
I oc MAX SPAGING. GROUT I B' MIN GAP IN F7G F6R DRAIN D-2 FOR 12 GOVRSE 8A5EMENT I 50LID TO FTGS w/2500 P51 I TILE w/ (2) 4'k8" L~NTELS ABV 8" ~ ~ ~ _ p ~ / D 3 OR 12 1/2 GUURSE BASEMENT tENT 45EMENT
I . 6ROUT (TYP) MIN BRG ~A E D(TYP) I I O ~ 13 8 : ~ ~ ~
~ / ~ I ALL SMCKE DETEGTOR5 TO BE INTER- GONNE~ I 8~-0~ ~ ELEG SERV PANEL ~ ~ I 0 AND HARD-WIRED (WITH BATTERY BAGK-UP) T EINTER- GONNEGTED ERY BAGK-UP) TO
Q (LOGATION MAY VARY DUE I / I N 7 I A UIR P I TO FIEL GON TI 5 I _i / I ELEG R GAL P NEL A5 REQ ED ER LOGAL ZED PER LOGAL
_ D DI ON ) / ~ GODE ~ 6A5EMENT ~ I n ~ I
q ~ r ~ ~ ` 4' 9,OT 00 P51 GONG SLAB Q ~ l i ~ I I 2X4 YVD FRAMIN6 0N GONG ~ I m ~ 6 MIL VAP BAR ON 4" OF SUFERINTENDENTS / BLK V~A4L A7 16' OG w/ 2x4
~ ~--J 6RAVEL, ~ I ~ I ~ ELEGTRIGAL SYMBOLS I ___J YVILLGOORDINATE ~ PTPLATE ~
~ y „ BATH R/I OPTIONS N I ~ I ~ ' I r--- 24~~X60°%18Q r- z ~ ~ # GONVENIENGEOUTLET-5ET12"AFFU.N.O. ~ ELEG.METER :.METER
I I I FD GONG FTG WI7H 6UYER5 IN THE I ~ ~ AT OPT'L IN-LAW SUITE: I I m I I I 0, I _ I ~ GONVENIENGE OUTLET -8" AFF KE DETEGTOR
I I ~ I FURN ~~E~D ~ HOLD DOWN 1 GR5 6LK 70 ~ DFt SMOKE DE7EGTOR I o I I I ~ LOV~ER WNDW 8" (WD 51LL HG? ~ ~ ~ GONV. OUTLET - WATERPROOF - GFI OPTL 8A5EMENT EXTEND BEAM FOR OPT. ~/4 R/I A 1'2 ~ AT 41 1/2" AFF - TYP BOTH I- } /P GFI 96 OBGA I _ I
L_--_-J LAUNDRYSINK - ~ - ~ FLIZ J~JT A81/ IN GONTRAGT / w V~NDNI AREAS) Q Z ~ 3~4 5WITGH, 9-WAY, 4-WAY, 5ET ~ 48' ~ 96 OBOA SMOKE DETE+ XBOA SMOKE DETEGTOR
~ I I? IN GONTRAGT I w I I ~ O I ~ ~ I ~ ~3 DUALSWIIGHSTAGK 5MDE7 ~ oPTL BASEMExT 2x4 YVD 97UD WALL AT ~ ~ W ° m ELEGTRIG PANEL :TRIG PANEL
I Q LA' ~NDRY t ELEG ~H 16' OG w/ 2x4 PT PLATE OPT. 1/2 R/I I PROVIDE wEEP BLOGKS AT I ~ O I- EP I I X Q- ~ LIGHT FIXTURE - GEILING MOUNT
~ I I? ~N GONTRAGT POINT LOA r ON 8"Dx 16"1^~ 7HIGKENED IN GON7RAGT I ; EXTERIOR PERIMETER YVALLS I ~ z~ 4 ~ ~ p p ~ m ,
~ I ( SLAB (TYP1 / _i } ~ LIGHT FI`(TURE W/PULL .ORD Y V B x 1 8 S T E E L S E A M . ~ ~ I Q I ~ ~ Q P G ~ I 6" GAP IN FOOTING p f'A~RTIAL EXGAVA~ED N~ J
, (2) 2x4 WD G FOR DRAIN TILE ~ I ~ ~ I I W z m~ ~ ~ I N l N A L L ~ ~ 0 S L, A B O N G R A D E/
~ ~ i-- ~ I I I G O M G B L K i 4 3, 0 0 0 P 5 1 G O N G 5 L A O N 6 M I L
I P I 5 7 E R d B A M ~ ' ( 2) 1 3/ 4"% l i J 4" L Y L ~ V A P R~ ~ I L A E n B A R O N 4" O F G V E L i ( POGKET - GROUT 2xb Pt BRG PLATE ~ 70P OF ~OUNDA~~ION
~ - i---~ I ~ I I S~LID ITYP) I f I . J s~~o.v.nv~.sr~. i I ~ (1~UBLIN 1~~~A~ILS ' I ~
. p I POIN7 LOAD FLUE ~ GOL. (1 1 GAJ / I ^ HAAGH INDIGATES / a
- A5 ASV 2 TYP. i I ~ ~ A5 ;d ~ I 4 AR~A OF FRAME 1^~ALL NOTE: ONE OR MORE MAY BE APPLIGABLE ~ I a ,6-1 ~ i ~ ~
I ~ 3'-9" ~ ABV (TYP) ( I 5M ~
0 I ~ ~ `n 0 / I ~ ~ ~ ~ ~ I ( 3) R O W S O P D~ G O F t A 7 1 Y E 6 L O G K , ~ ~ p ~ ~ ~ ~i N w ~ ~ ~ SHALL B= iy57ALL"cD aT ALL TIY~ BLOGK~ rT ALL
~ ~ ( ~ ~ ~ ~ i ~J U1 T _ ~ I I A ~4 ~ , 96"x'12"x18"Q / I G ~~y ~ ~ 0 EX E 10~ rOU~ DATIONWALLS ~ V WALLS j
I I GONG FT6 A1.2 ~ TDPOP FTG AT.3'-4" 0 EXGEP7 FRONY EL~'JA71GN t ~ I ~ ~ I~0 TIGN d
I / ~ ~ ~ ~ , q RETURNS THAT ARE SHOWN A5 I 3" O.D. ADJ. T ' ~ l~ 0 I I BRIGK SrD. BRIGiC GR STUGGO 5TGNE I r 5 t,~ ~ I ISNIITGH ~ No 57D. GONG. 6LOGK SHALL 6E '~OWN A5 STGNE
~ ~ LANDING I m ~ GOL. f 1 1 GAy ~ I I I a SHALL BE
I I I / UP bR I I ~ 0 ~XP05'cD A~TER FIhAL GRADING ~ I ~ - ~ ~ , ~ ~ °X ~ ~ ° - - - ~ 1 ~ ~ d 7 . 4 1 4 LVL - - - . GF2ADING
~ ~ ~ 2x6 RG PLATEi V TOP/WhI.L I \ ~F
~ /
~ ry ~ ~ (2) 2x4 WD GOL I ~ cV ( ~ IN WALL 4'-0" ~ K . Y~Bx 18 STEEL BEaM ~ ~ I ~ ~ p
~ 6 NOLD DOWN GONG BLK ~ Q ' I 9" O.D. ADJ. ~ ~ ~ 16 w/ SERVIGE DODR : Ll DRAWINGS BY:
~ STL. GOL ~ 2~_8~ I ~ / GPTION I I~i ~ 6RADE I , I / I 6" GAP IN FOOTING I ~ F- NORTHLAYVK
I L 1_~ J ~pa FGR DRAIN TILE A~~ (2) 4"x8° GONG LINTEL I I m~ e~ GONSTRUG710N
~ / - J 8" MIN BRG EA END ~ / - / TYP I ~ ' SERYIGES, ING
, _ ~ ( ) i f / 1 ~ ~
~ % / ~ J ~ ~ ~ ~ ,
1 SGALE : 1 /2° = 1'-0" I I I ~D a4 REBAR 10'-0° ~ ~ 1 DRAWN BY:
I PROVIDE WEEP BYOGKS A7 ~ ~ YVALL DTI.. W/ ~ ~ EXTERIOR PERIMETER WALLS I I i11 LONG, GROUT 50LID J L
~ ~ I INTO GONG BLK. 6URY ~ ~ STD. 6RIGK AT i ~ I L-- IN GARAGE FLOOR FRONT ELEV. S NG5
m J PROYID NGHaR STRAP 8° SLOGK I I I ' ~ ~ NlALL I 5l.AH MIN 2" GOVER 51DE RETURNS ' r I ` ALON NTIRE FOUNDATION. ELEV "17" 155UED:
, ~y I (TYP) ~ ONLY ~ L- - _ TA T STRAP 1° M' ~ y N R 5 2 PRO ~ i ~ ~ ~ '
G~ E AND SPAGE 40" G _ ~ 5 Q ~ 6 1 1' ~ ~ ~ r~ ry PLOTTED:
~ 36'x36 x 18' GONG ~ ~ AX I GA5 ~ I f FTG AT LVL BRG . AP 51DiNG
METE ~ I STONE VENEER LAP 51DING ~ OR STUGCA / ' , 8"BLOGK -------J / MkLL I ~ ~ _ R 5TUGG0
I / - - - - - - r:. ~ ~ 17EGORATIVE . _ ~9 ~ ~ ~ EGORATIVE .
I - ~ i..,:_ ~ - - I BLOGK LOGiC
~ ~ - ~ - - _ ~ - - - - - ~ I UNEXGAVATED GARAGE I ~ - ~ - - - - - - - - - ~p I ~ \ TOP/WAL 7GP/WALL 'ry I a ~ , ~ I 4" 4,500 P51 GONG AIR-ENTRAINED I N '/YVALL ' -
• ~ EXGAV D PORGH ~ SLAB ON 6 MIL VAP HAR ON 4" OF I ~ ~ • - ~1 ' 4" 3,500 P51 AIR- ~ ~ GRAVEL SLOPE FLOOR 4" ~ I ~ N n MODEL: (V -
~ I ~ ENTRAINED GONG SLAB TCw1ARD5 DOOR.
ON GRAVEL OAGKFILL I' I I ~ ~ . ~ I I SLOPE PORGH 1/4" PER 4"x 8" G O N G L I N T E L 8" I ~ I
M I N B R G E A E N D ( T Y P) I I 6 R A D E G R A p E T G~ P G F F T G A T 4 0" m L 1 2": P R O V I D E 1 1/~" U P. ~ i/ I I 6RIGKLEDGE V . - ~
~ I J ~ I T~ ~ ~ - ~
_ ~ p~ ,
.~i TOPOFFTGAT+O'-0" ~ -------J i~ HOLD DOWN 20" n ~L F. Y
- - - - - _ ^ - ~ SGALE : 1 /2" = 1'-0" SGALE : 1 /2" = 1'-0° b ~ ~ - _J
A A f 2) 4"x8" GONG q V~ALL DTL. W/ V~ALL DTL. W/ ..W/
A7 A6 LINTEL B" MIN BRG A8 STUGGO 570NE DEGORATIVE "IVE
EA ENp (TYP) AT ~RONT ELEV, EiLOGK TGP (3) 13'-2' ~ g'- ~ p" 1'-10" 16'-4" MO 1'-10° d 5lDE RETURNS GOUf25E5 AT 51DE5 ;;p(a) SHEET: AT 51DE5
- ONLY d R~AR 4 FRONT =R4ti7 FDUNL~ATION
~ ~ IP DETAIL i d 2 32'-0" 20'-0" DO NOT APPLY PPLY FLAN-FULL
5 2'-0" - . BA5MENT
5~E SHEET 1.1 ~OUNDATIDN 5~~ G SERIES S?~~'AIL SH~~TS kIL SHEEYS
A~OUND~TION i'LAN D~TA~ILS ~'OR ~1~DI710NAL ~OR AUDITIONAL INFCRMAI'!O =CRMAI'!ON
SGALE: 1/4"~ 1'-D° IN~ORMATfON ~ ' ~ ~~BLIN
X:}AUTOGID~PROJEC75~L0T SPEQFIC~1261M'NI~JP-5RD Dublin F8 Floor Plans.dwg, Ol Al.l-D JP-5RD Dublin Full Basement,l2/14J2007 8.56:51 AM
. , . . . . . . ~ - - , ~ - ' . . . , t , . . . .
- ~ ~ . - ; ~ _ - . . . ~ . . _ . - . . ~ ~ - . . . ~ . . .
TOP OF SUBFtR ~ Ui
-~s~ Q BASEMENT TOP OF BLOCK ~ ~
TOP OF BLK 2 10 F OOR 0 w ~ - - - - - FAMILY ROOM , ~ o Q N ~
6 STEEL BEAM. SEE FDN SHT. =N ~ ~ W ~
~ CRAINL SPAC~ BASEMENT ~ ~ e GRADE : . GRADE ~ n PROVIDE 1" AIR y ~ ~ O a p ~ SPACE BETWEEN ~ <
~ , , ~ ~ o FORM EDGE OF SLAB STUD AN~ BLOCK 4 ~ z- ~ ~ 0
~ . : Q• Q ~ A T S T A I R L A N D W G O N L Y ! T~'~ 1 , 3~ w M w • Q ~?~W~O,QCO
rJ I~ . ~ ~ ~ z T9P OF SLAB L iOP OF FTr, ~ I~ TO OF LAND NG =c - - _ ~ ~ 6 ! ~ ~ ~ W EV N W TOP OF SLAB - , _ _ _ _ _ ~ F- , F=wUd O =
II v ~ 5 2x4 STD fRAMING AT LANDINGS. 2x8 FLOOR ~ ~ ~ OW~L'J V) 0~Of
~ T.O.F. AT 4-0 5 ~ r r(~ ~ / JOISTS (10' STOCK) PROVIDE P.T. LUMBER o ~ N r~~- 4 WHERE IN DIRECT CONTACT W CONCRETE TA,F. AT 3'-4" z zcnQ~Dc~oQ-
~ 12 GRS BASEMENT ` ~ a \ a U Q ~ - - - - - - ~ ~ v 3 NOTE: 12 CRS BASEMENT ~ ~z ozu'
T.O.F. AT 4~-0~~ 3 ~ N~ FIELD MEASURE ALL STAIR FRAMING AND FINAL - ~ - - - - - - _ ~ ~ N ~o ~ ~o ~ Z T.O.F. AT 3'-8" BASEMENT DEPTH INFORMATION F ~ o oV) °mwo F--zE- N~w
1~ 1/2 CRS BASEMEIJT ~ S~AB ELEVAl10NS PRIOR TO FAIBRICATING STAIRS. _ F- ~ ' NOTE: - 12 1/2 CRS BASEMENT ITEM STND OPT'L OPT'L ~T'L a~~pu~
~ _ _ _ _ _ T~P OF SLAB IS ASSUMED AT TOP OF FOOTING - - - - ' - _ C T.G.F. AT O AT + 0'-a° TOP OF FOOTWG ELEVATIONS GIIVEN ASSUME IDEAL SOIL T.O.F. AT 4'-0 CRS IN BASEMENT PER CONTRACT 12 12 1 13 fr F 13 rr~
13 C;R~ BA~EMENT 6" ABOVE TOP OF FOOTING - ~ CONDITIONS. ADJUST AS REOUIRED FOR INDIVIDUAL LOTS. 13 CRS BASEMENT ~ (BASEMENI S~AB oN~Y) CRS IN CRAWL / UNEXC, IF IN CONTRACT 6 5 1/2 6 >-tn~cn~~~~ 6 CL zwzOQ
RISERS TOTAL IN STAIRS TO 1ST FLR 14 14 15 oo=oly- zw~- 15 U U I- U a. :D CC cn
~ )
INCHES PER RISER 7" 7-5/8'7-1/8' ~
A PARTIAL QLDG SECTION - STANDARD BA~EMENT SHEET OF FOUNDATION DETAILS TO USE D2 D3 o~,o4A , RE ,D4A REVISIONS:
1.~ SCALE: 1~4"-1 ~-O~~ IN CONTRACT (BUILDER TO MARK) ~ -
_ - - 1 - ~ p:R 05/18/2007
~ rJ GENE ~ GENERAL REVISIQNS
TOP OF SUBFLR
` T ~ i F~ R ~is,, Q BASEMENT T F cK
TUP OF BLK [ 0~ 00 i W OP 0 8L0 - - - - FAMILY ROOM , - - STEEL BEAM. SEE FDN SHT. : N ~ ~
_ ` n ~ 6 . . . i1 _ ~ , .
GRADE BASEMEPJT BASEMENT PROV~oE,° AIR GRADE o 70 ~ j r SPACE BETWEEN S I
e ~ o FORM EDGE OF SLAB STUD AND BLOCK ~ ~
a T.0_F;AT 0'-0"_ _ Q;~ a ~ AT STAIR LANDING ONLY ~nP~ s p , ~ 12 CRS BASEMENT N W w~ T F AN IN ~ z TOP OF SLAB
, G 0 L D G _
~ 6 T.G.F. ~T 0'- 0°- - - ~ ~ ~ N w EV N W TOP OF SLAB ~ - ~ - - - - - . o~ / - _x4 STD FRAMING AT LANDINGS. 2x8 fL00R " , s ~ 12 1 2 CRS BASEMENT ~ U ~ ~ ~ ° K P I P T. M ft ~
~ / ~ ~ / JOISTS (10 STOC ) ROUDE . LU BE ~ ~ ~ N~ ~ ~ WHERE IN DIRECT CON1fACT W CONCRETE T.O.F. AT 3'-4"
/ ?.n.F. AT 0'-O" ~ Q ~ Q U a - ~ - - - - - - - / - - - - - - - - 3 N T : 12 CRS BASEMENT ' / ` 13 CRS BA.SEMENT ~ ~ ~ c~ ~ / 0 E
r~ ~ FIELD MEASURE ALL STAIR FRAIMING ANO FINAL z % r N~o ~ 2 T. O. f. A T 3- 8 B A S E M E N T D E P T H I N F O R M A T I O N _ ~ f___ ~ SLAB ELEVAl10NS PRIOR TO FABRICATING STAIRS. _ - _ - _ _ _ _
i- ~ ~ NoTE: 12 1/2 CRS BASEMENT ITEM STND OPT'L OPT'L 3TY
` - u_J~' " ~-10P OF SLAB IS ASSUMED AT TOP OF f0071NG - 13
- 6" ABOVE TOP OF f00TING AT + o'-o" TOP OF FOOTING ELEVAl10NS GIVEN ASSUME IDEAL SOIL T.O.F. AT 4'-Q CRS IN BASEMENT PER CONTRACT 12 12 1~ 13 ~BASEMENT SLAB ONLY CONDITIONS. ADJUST AS RE4~UIRED FOR INDIVIDUAL LOTS. 13 CRS BASEMENT RA UN XC IF IN CONTRACT 6 5 1 2 6 l ) CRS IN C WL / E, / 6
~ - RISERS (TOTAL) IN STAIRS TO 1ST FLR 14 14 15 15
INCHES PER RISER 7" 7-5/$'7~1/8' -1/8'
,D4A
B PARTIAL BLDG SECTION - FULL BASEMENT SHEET OF FoUNDATION DETA~~s TO uSE D2 D3 D4,D4A
1.~ T 1 4~~=1~-O~~ IN CONTRACT (BUILDER TO MARK) SCALE ~
8" CMU, 12" CMU OR 4" MIN., OR AS REQ'D BY
POURED CONC FNDN WALL ORIG FTG SIZE
, - ~ a a a EXST'G 16" OR 2" CLEAR AT FORMED FACE,
° 20" WIDE OR 3" CLEAR AT EARTH
' MISPLACED I- I FORMED FACE
CONC FTG `
~ ~
4x8x16 SOLID ~ I #4 CONT REBAR, WIRE TO DR DRAWINGS BY:
CONC BLK DOWEL NORTHLAWN
DEPTH TO MATCH ORIG N a ~ CONSTRUCTION
8x8x16 STND 8x8x16 STND REQ'D DEPTH. CLEAN ALL CONC BLK CONC BLK SDIL FROM FACE OF EXST'G S SERVICES, INC
FTG
#4 DOWEL AT 36" oc.
" EPOXY GROUT 4"INTO
EXST'G FTG DR DRAWN BY:
n NCS
ELE ELEV "D" ISSUED:
03/31/07
TURN DOWN C G TURN DOWN SLAB D SLAQ w BLOCK G MISPLACED FTG REPAIR DETAIL H DETAIL NOT USED ~ DETAIL NOT USED p~,
_L___- „ „ „ , „ PLOTTED:
1. SCALE: 3 4=1'-0" 1. SCALE: 3/4°=1'-0 1. SCALE: 1=1 -0 1, SCALE: 1/4 =1 -0 1, SCALE. 1/4 =1 -0 ~
MC MODEL:
8x8x16 STND "L" HEADER BLOCK - VERT CONC BLK (TOP OF FROSTWALL ONLY)
2X4 TRACK NAILER ABOVE JP-5R
LINE OF CONC BLK
FNDN WALL BELOW ~ ELEV "D"
4r.8x16 SOLID _
CONC BLK -
8x8x16 STND CGNC BLK SH SHEET:
HDR BLK FOUNDATION
DE DETAILS - SPLIT
LEVEL
SECTION AT
E FR,AMED WALL F DETAIL NOT USED K GARAGE DOOR JAMB - BELOW CONC SLAB ~ DETAIL NOT USED M DETAIL NOT USED
" 1. 1, SCALE: 3 4"=1'-0" 1. SCALE: 1 4"=1'-0" 1• SCALE: 1 4"=1'-0"
1. SCALE: 3 4 1 0 SCALE. / ~ / ~ ~ A1.2 dtls
-
OP746405L OPT46405L LIGHT/ NTILn I 5 H u~
18~-4~ (RELOGAT£D) (RELOGATED) RooM b~YLIGHT 8% vENTiLhTioN aA GENERAL NOT~S, ~ 5a. F7. REQ'D AGT'L REQ'p AGT'L
9'~tl 9- 2° I I I I I K i r i ~ i N e r r E 3 3 H ~ i. o 4 4 4. 0 0 i ss 2 ~ 2. 0 o A. I N S T A L L A P P R O Y E D W i N D S R A G I N G M A T E I C(1 ~ > BftAGING MATERIAL
I G R E A T R M s a a 3 t. o a e.-r s ts.o ~6.2s A T E A G H E N D A N D A T E V E R Y 25' fMAX 70F - - - - - - _ 2'-1 1' 6'-3" 6'-3" 2'-1 1" ~ F~,Mi~Y RM 43T ea.a 36.0 ~ s.a i e.o LENGTH ON AL L E X T E R I O R r' V A L L S. - r---- S~'S~~~ I " I =RY 25' (MAX) OF Q ~ < 2 YNALLS. 6
5 6 D I N G 1 8 2 7 5. 0 0 4 7. 0 0 T 0 0 2 4. O G ~ I
~ , ~ * 6. P I R E S T O P P I N G 5 I' A L L B E P R O V ~ D E D T O G'~ ~~r I I 1 M ~ I r----~ i ~ ~ O F P A L L G O N G E A L E D O P E N I N G S( v E R T I G p PROViDED TO GUT ENINGS (VERTIGAL z V <
9 8 6 5 H I 3 8 6 5 H Q, ~ ~ ~ ~ A LAUNDRY ROOM / DEN A N I 7 H O R I Z G N T A L) A N D T O F O R M A N OFOftMAN
~i ~ ` ~ ~ Re~.anre sive EFFEGTIVE FIRE OARRIER 6ETNIEEN 5TCR ~ I ` NIINpOWS TO REAR A8 OPT'L 15? FLR AND THE ROO : SETI^IEEN 5TCRIE9 Q W a O~ O Z~
I I F ~ ' ~i I? IN GONTRAGT L NDRY TUS ONTRAGT G. GARPENTER TO PROV!DE 2X 6LOGKiNG i I I ~ ~ JV`n~cL `,4 : 2X BLOGKiNG - U1 (u O Z~~
~ I A/G I 1'-Oy~" RPTL 15T FLR LAUND BETNIEEN 5TUD5 AT kLL GEILING LEVELS. :EILING LEVELS. ~ y * V CL C- O
' 19'-10° 18' 2' PAD LINE OF OPT'L ~ P~ ~ ? ONTRAGT D. ALL INTERIOR DIMEN510N5 ARE FROM FAC 5 ARE FROM FAGE OVP W ~
OF STUD. ALL EXTERIOR DIMEN510N5 ARE PORGH OR ' oPT'L DEN ~LO oF ~ROM OUT51D ~ E OF SHEATHING. ALL INTERh ~IMEN51GN5 ARE O O ~ Q-.
5EA50N5 RM q~"~~ q~'~~ STUD WALLS ARE 3 1/2" ALL EX?ERIOR 5' ~ ? cr H I N G. . 4 L L I N T E R I O R l~ Z 4() M ( a O N ALL EXTERIOR STUD Q ~In uj W - ~
WALLS ARE 4", ALL HEADERS 5PF ~2 (UNLE ' S?EP5 A5 ~ N07ED OTHERYVISE FOR ALL ITEM51 6'-10" REQ'D TO 4~-~~ 4'-"i" 4'-1" 4~_5" ' 10'-D" 10'-0" \ . =R5 5PF #2 (UNLE55 Z F- Q N ~ ~
- ~ 8A5EMENT ~ 6RADE ~ E. HANDRAIL TO BE GRGULAR, 1 1/4"_2„ 4LL ITEMS) < j U ~ ~ Q/
, ~~~~Y2 ~q ~ OP7'L 12 GRS DIAMETER OR HAYE A PERIMETER DIMENS A ' OPT. 9040-2 5L ~ BASfMENT OF MINI tiR. 1 1 /4"-2" ~ ~ ~ RIMETER DIMEN510N
I A A6 m ~ ONTRAG7 MUM 4", BUT NOT MOftE THAN 6 1/4' REAR ViINDOVi O j RE THAN 6 1 /4".
A~ ~ ? IN GONTRAGT d LARGEST GR059 SEGTION DIMEN510N N01 m OP7L 12 1/2GR5 EXGEED 2 1l4". EDGE5EA5EDT0 MIN 1/I N DIMEN510N NOT TO p'" z!U z Q 4 Q- ~ ASED TO MIN 1/8" O O= Ov- Z W F-
0 BASEMENT RADIUS. TOP OF HANDRAIL TO BE 94"-38" P3(48) P3(39) 386 5H 386 5H 386 5N P3(32) ' ? INGONTRAGT ASOYE N051NG. IL TO BE 94"-38" v V~' V(- ~V Ln
~ DN 6068 5L +7 TEMP~ / ~PTL 13 GR5
n OPT'L 54b8 AT~IUM Pt~EMP 0 LINE OP ' ~ ; 8A5EMENT P. ALL BALU5TER5 INSTALLED A5 REGtUIftED ~ m OPT'L 6010 PX TRSt~ TE.ytf' - 9' GLG N1,4LL ABY ~ ~ _ PURR OUT GONG ? IN GONTRAGT MEET 4" SPHERE TEST PER GOUE. =D A5 REQUIfZED TO e cove. REYISIONS:
_ p i BLK w/ 2x4 WALL ~ z m TRSM HAR HGT k'8 1/2" ~ ~ , 6. i~ I AND 1"MIN AIR FAMILYROOM G. TOP OF 6UARDRAILS AND HALFNlALLS aT > HALPWALLS AT 36" ~ vM5 12-13-07
SPAGE OPTL PR 3040 5 A.P.F. YtiDW ADDED
N F- Q = GENTERLINE ~ ~N~~~~-~ H. ALL SMaKE DETEGTGRS TO 6E INTER- 70 $E INTER-
0 Ul , OF ROGM, ? Ix GoNTRAGT GONNEGTED AND HARDYVIRED (INI1'H n j FIREPLRGE ^ ~t oprl. ~EwxE wET BATTERY BAGKUP) TO ELEGTRIGAL PANEL 1t2ED (Y`11TH
p ~f AND NIINDOW ~ BA~ A5 REQUIRED BY APPL!GABLE GODE. E(:,TfZIGAL PANEL tiBLE GODE.
------Q BREAKFAST VNL GPT GREAT RM - ? ~r+r,oNrRncr J. 5EE 5TRUGTURAL PLANS POR DROP GEILIN n VINYL ~i 0 L 7 BA INFAM -0R DROP GEILING
GARP~7 ~ ~ I ~,_5„ , BA MENT) AREAS.
0. O ~ ~ K. 5EE 5HEE7 K-1 FCR 50FFI7 IT6
~ i ~~_8~~ q~ T'L IN-LAW 5UI7E ~ N 2'-5" x 1'-0° HYAG 3 ~ ~~q~tllh~Rlysl~ L. ALL WINDOYV AND DOOR HE,4DER HEIGHTS IE,4DER HEIGHTS
1?UGT 50FFIT ABV ~ ~ ~ ? IN GoxTw,G7 q~CE b'-10 1/2" UN ~D ~ i , LE55 NOTED OTHERWi51 :)TEI7 OTHERWISE.
O OPT'L IN-LAW SUITE NOTE: ' HYAGGHASE d ~ ExTERICRExITDOOR FIREPLAGE N0T~5: m . m ~
NO 50PFIT5 ~ i ASV GASS ~ i Q OP A. ~IREPLAGE MANUPAGTURED UNIT SHALL MEI
; (5) 2xb ; i ~'AMILY RM Ex tAiR REQUIREMENIS 5ET FGRTH HY NFPA 21 1. 'N GOL IN D UIVIT 9H.4LL MEET '-I BY NFPA 21 1.
, ~ WALL Q GARPET ~ ? IN GONTRAGT n x,._ _ _ SLOPE DoN;N ` t~ B. INSTALLATION OF FAGTORY 6UILT FIREPLA~ ~ N - - - . . ~ OPTY.1/~OATHIN Y HUILT PIREPLAGE
FLAT GLG SHALL GOMPLY YVITH MANUFAGTURER'S (5) 2x4 FA ILY RM INSTRUGTIONS A GOPY OF ~'dHIGN SHAL 8 IFI4GTURER'S
GOL IN . _ y~~ ~o N GONTRAGT ~ ~ WALL ~~i LINE OP 3" y~ ~t MADE AVAILABLE AT IN5PEG7iON. VVHIGH SHALL SE =GTiON.
;I' FLRABV ~'~~4 3~'q~~ Ic0 P 3/4BATHIN . . ~ L ~ ~ i F ILY RM_ G. FIREPLAGE INSTALLER TO PftOVIDE OUT51L
i ~ G n AIR 50URGE. i ~ ~ . _ . _ _ ' i PROVIDE OUT5IDE
ii ~i OP7'L FULL BATH IN ~-1 ALIGN V`4ALL5 DN 8R r-------------- ~ i i FA D. PIREPLAGE INSTALI.ER Tq PROVIDE PROViDE
, ~LUE ALI6N ~ GONTRAG7 FIRE5TOP5 AT AL G I h ^ ? L E LI G LEVELS. ~ q z : : , YVALL,wD ir-------r-------~ opr~~ v~eArHa 5 LEVELS.
A5 ~ ALIGN GOL, AND I~ I I I' ,q E. GARPENTERS TO FROV'DE 2x 6LOGKIN6 ~ i i ~ LAUNDRY 1N PAM RM ` 2x 6LOGKING
. ~t V~fALL5 AT ~ BEAM I I I I as BETNlEE'v 51'UD5 AT R:.L GEILING LEVELS. i 8~~ STAlRS 6- T 50FFIT jl I I li' =1LING LEVELS.
N `-------1=======J ~ ~ GARAGE HEARTH TO ExTEND 8" FRGN FiREPLAGE m Cf'T ~ (4) 2x4 GOL OPEM~G A7 5!DE5 AN17 16° IN ~ROiv7 (MINJ ~NI FiREPLAGE
- PI OPT'L 2-GAR SID U i I ° ' ALIGN WALLS IN WALL i~ ~c,~~ " iN F'ROivT (MIN.)
~i ~ I FUIRR OUT GONG BLK w/ i' ~ ? IN GoNTRAGT G. FOR ADDiTIOkAL ~IFGRNATION 5EE ~ D 6 I PIREPLAGE DETAI~ SHEE"5. "ry LINE I, w ,TION SEE
~ KITGHEN m} ~ W OF ~~R 2X4 WALL AND 1"MIN OPT'L 3-GAR FRONT , AI1R SPAGE m oAD RAGE , , ~ i i YINYL Q 0~ ASV ~ ~ '
~ry ~ ~ i I- a ° ' q- --------~-------1--------- d I i n d ~ ~ b I' GON7RAG7 \ ; a ; ~ ~ Xl `D m ~ ry~ !4) 2x4 GOL ~I I r~ I I ,y - -
~ L_-_.__,_J N~ . iN YVALL ~ ~ I I I. I~I FAGE O T'L 3-GAR 51DE GKEA7 ROOM KiTGNEN ~ IL Ki7GHFN
. OF GGNG ~ ~ UP 8R' I' ~ OP ' F- r; F- ~ ~ E~ ~ ~ ~ IN GONTRAGT 7 L 5 E_ T R U O P 1" L D_ I T G . - . . p. ~ B L K ? p~ R E G T YE N r i i ~ - OPT'L DE = ITGHEN
~ REFR!G ~ OPTL 4 Fi GARAGE FIREPL?~GE t GRE.AT [1 ONTRAGT i i . W ` EX EN510 ROOM [l OkTRAGT
m _ : ~ ~ n (4) 2x4 z (4) 2x4 0 m _ _ ~t oPTL ~ 7 ' ? o P i(we i 26) ? oNTw,cr ~ ~ I'ry ~ Q GOL IN m 2x4 WALL O U~r+ Ni RACr K~TG~+EN KiTGHEN
GOL IN ~ N GONG - ~ ~ t~ m lNALL WALL g ~ ~ BLK - PULL NG7 TO b~ OPT'L 8 FT GARAGE ~OP~T'L'c " LkGc ? N7RAGT F OPT'L 2 Y IN I? iN' NrRaGr DRANlINGS BY:
~6 OAK RAILING 6 n ~ O EXT iN' G AT' RE ROD ~ @ 5 0 STRU ABV ~J oPTt 5ER i~ , RI P 1( 8126) 8~ GLG: 'I~-0° UNGAS ~ OPTION y ? IH GONTRAGT (DELE7E 38E0 5. I, K TGHEN OPT'L SER N, REA iH K!rcHF-14NORTHLAI^lN
0 9' GLG: 7'-8" UNGASE ~ ? M GONTRAGT D8L 2x4 WALL TO Q~ ~,ioptioN PuKr 5E/ ry ~ OP.T'~K$l10R ? w c MRncr GON5TRUG710N
9'_0• s' . s~-, oy~ sr~u Aev o ? ~r, c,~~r W/ x96"GONGPAD ? pRE-F~ , R ? IN GONTRAGT ? MA5 , RY FIREPLG
i~ 12~-4~2" 3`~-' ~ ~'-by~ b~_~~ 45' ~ a 1/2 BT 57EP15) TO GONG - ~ ~ (q 6 VINYL ? DIRP ENT,OR PROVIDE HANDRAIL IF DiNING RooM SEfZVIGES, ING DI41NG ROOM
~ i ~ i @ FIRST FIAOR ? GAfiTILE' ~ ry ~ ~ DBL 2X TO7AL RISE EXGEEDS r'L DIN!NG RM i ~ - ' 0 L FIRST FLOOR ~~''p A-- WALL - 30'. TREkD AND R15ER oPt'L GORN~ EG7 F ED GLG T'L DIN:NG RM F .ED GLG
~ r 1~n ~ i W W 20 MIN FIRE DN 3 TO MEET GO EILINGS vENT P ~ AGE A7 L OF DOCRYVAY ry y i d1 U1 _ RATED DOOR DE ~ 'N GONTRAG7 Q I d d ~ , IN GONTRAGT GREAT L 'N GONTFZ4G7
AND OPF'L WNDW ~ m~ i, U U LINE OF r9 ~ ~Q (DEI.fTE 3 ~y/ OP1'L INING RM / I i II ~ OPTIOriPURGHhSE) oPrL inix6 RM DI?aWN 13Y: GOLU
~ I z . W ~ (5) 2x4 GOLS IN YVALL GoLu _ x ~ FLROPNr I~f iI ry ~ ~ - 1----------' ~ ~ - ABV l : _ ~ , m AT LVL BRG ASY - TYP - ~ i 7RitGT 01 TRAGT
0 =r___ ~ ? iNCCNrpncr ~ ~ ~ ~ ~ ~ : , n LAUNDRY E,~ END fSEE 5HT 53? oP PR,15 ~ " Of25 ~~••~v nD~~ 15aUEi7:
~ ~ DINING RM ~ . yr ENYRY I , ~ 0' VINYL . _ - ORTLDIREGTYENT PR 15 ~ OR5 m m EPLhGE AT P, GARPET' ~ l~i~ VINYL ~ 1 J ? IN G Tw~+GT _ _ : _ - - - - , - . _ IriTERIOR GREAT RM ? IN G TR,4GT
. ' J.J ~ ~ r LL , ~ ' OPTIONAL DB i i p I ` 2./6DOOft51~ ~ Q EQ ~ W , np~ oP7LDINEirEaA~ OPT'L DINETTE 8AY pl-O..rl„ED:
`(V l ~Y. OF BAY A ~ ry ~ P r~>---' ~ ~ ' ~j DBL 2X4 N4ALL TO LINE OF iN GGNTRAGT ~ ND I I
~ OPT'L GOF'RD i I I I Fs STRUGTURE a80VE BEAM ABV ry Prt 3e3o Fx TRSM C7 IH r,oNT ,`t O GLC7 i ~ I L~ I (4 ~ ~ I~ WNDWS iN GREAT RM OPT~. b Ne ? IN GONT
I' lV ~ /i , 3 i I I I Q ? IN GOhTRhGT WN V DDOR OPT'L b N50M WN V CJOOR :
p, g ~ r 1 2~ SL ~ 12' SL oPr'L REA7 R00 ? NTRAGT m - ~ . ~6 ~ I----' : ~ ~ . TEMP - ~ TEMP 4 FT z OPTL DM TF p Z~-Ow 2~~1" 2'-1" 2'-0" m DN ' S r----- ? NTRAGT `
- - - - - - - - 244 , 5N p3 f921 ? ~N OQCR ILO OF 5,DI OPT'L 9IN TRWM DOCR ILp OF 5 .DER ~
n TYP GAFZAGE FLOOR PLAN NOtES: ~r I ~ ~ ~ OP7'L GRE ~ 5/8 TYPE GYPBD AT ALL WALLS F AT R~% ? I"J GONT T I , ~ 6 FT EXr ~ ? I*lGONT 7 ~ MOPEL;
ALL WALLS ARE B- 1 1 B HIGr~ OPT ^ EENED , PORGH AND GLGS GOMMGN SETWEEN ~ ? IN G NTR~GT PO H FRpM flINE UNLE55 NOTED OTHERrV15E P3 (32) pg ~ 2~ ~ ~ HOUSE ANp GARAGE (TYP) ~ , corirRacT OPT' EENED j PO H FRpM DiNETTE
~ I ry g oy Q(V ~ 7'-5,I2 _ I ALL STRUGTURAL HEl,DERS ARc ~p GONTRA,r,T
~ I b ~ 8, I t~7 2Xb - UNLE55 NOTED OTHERW'SE 7L 50 S ryQ m i I RM FROFf plh TE OI'T'L 50N5 'RM FROM I7ih TE
~ I DIMENSIONAL LUMBER FRAMING BA5E0 ? IN GONr GT 38b 5H ~ - - V - n I 1 ON THE FOLLOWMG MINIMUM PROPERTiE5: ? IN GONr GT ~
DRQPPED HEADER ~ OF p OR ? ~ c0 ~ ~ TYPE OF MEMBER Fb(P51) Fv(P51) E~P51) ~
m ~ ~ C 1. JOISTS 1000 145 1 600,000 PER FRAMING I STEP A D A ~ m G A R A G E P O R T A L P A N E L - 5 E E P A G E D- 2 0 2. B EAMS ~ o0o r a5 i,boo,ooo PLAN A7 GOLS I m ~LF-Y nvn ry.
. 4 I ~ 3. H~ADERS 8"15 193 tp00,000 I GONG 1 h' X 1' OH DOOR (RO HDI2 HGT l'-1 3/4'7 h
~ ~ ~ ~ 5TEP5 5 ~ 3~-3" 3~_3d rj'-q3/' c~.'-q3 • LAMINA7EpVENEERLUMSER(LVL)BASED REQ'q O ' 4 ~4 0 J
I 2-2x 12 GONT. HE DER ON 7HE FOLLOWING MINIMUM PROPERTIES. ; 6RADE A FbfP517 FvfP51) E(PSi)
~650 285 1,900,000 I qy 18'-1 1y2~ AF'A BRA ~D f'AN~L SNEET:
, 2~_6 ~ PORGH pIM INGL 1-1 /2° ALL POINTS LOADS TO BE BLOGKED 50LID ~-6~ 2-0~ 2-5~ 2-5 Z-~ ~2 bXb WD GO TO FINAL SUPpORT MEM6ER OR FOUNDAfIOK L LIP 10'-O" 10'-0"
` W/GEDAR ALL OPENINGS UP TO H-4' WIpE TO HAVE FIRSr
1 3~-1 OY2° TO SHEAT~IN6 ~~Ap ~ 8'_ x '4 A MINIMUM i-2X4, STUD GRADE SPF,JAGK Y2 2_ A8 5TUD5 UN 0 0 LE55 NOTED OTHERh15E.
FLooR PLAt~
~ - INDIGATES (3) JAGK 5?UD5 TYpIGAL 52~-0° UNLE55 NOTED fp2 5pF)
~ FIRC'J' T~LOOR PLAN ~ - INDIGATES QUAN7iTY OF NON-57D.5TUD5 5FF)
A 2 SGAL : - INDIGATES QUANTITY OF RlppEp LVL T ~ E 1/4 1 0 5 uns
1-3/4" WIDE 8Y WALL TMGKNE55 (2650Fb-1.9E) X,tiAUTO('AD~PROJECTS~LOT SPECIFIC~126 WY41f~JP-5RD Dublin FB Flopr Plans.dwg, D2 A2-D JP-5RD Dublin ist H Plan, l 14 20p7 8:57:12 AM DUBL.IN
~l I
- - GENERAL NOTES: 18'-2" 20 0
_RIAL ~
' 2'-11 6~-2~~ 6'-2~~ 2~-11 A. INSTALL APPROVED WIND BRACING MATERIAL ' - - - - - - - - - - - - - - - - AT EACH END AND AT EVERY 25~ (MAX) OF ) OF 0 W ~ .
OPT~L 830 FX OPT L~830 FX OPTR 2' REAR MAS NR a ~ BED 0 M E 1ENS 0 LENGTH ON ALL EXTERIOR WALLS. OPT L 830 HR OPT'L 830 HR ON1RpCT Q
OPT'L 830 FA I ~ I OPT'L 830 FA ~ B. FIRESTOPPING SHALL BE PROVIpED TO CUT OFF CUT OFF ~
HDR HC~T 9'-9" I HDR H(~T 9'-9" A ALL CONCEALED OPENINGS (VERTICAL AND = T -I- - I I - - I A8 HORIZONTAL) AND TO FORM AN EFFECTIVE flRf kND " U W IVE FIRE z~ Q C~ O
~ _ _ - ~ =~J 1._~- ~ - - - ~ - - " - BARRIER BETWEEN STORIES AND THE ROOF ~ ~ I 6 0 3 6 3 6 6 6 OOF z-~ ~ ~O
I~ ~ ~I ~ ~ Q ~ p 0 C-('ZF-
I C. CARPENTER TO PROVIDE 2X BLOCKING ~ L------~ BETWEEN STUDS AT ALL CEIUNG LEVELS. -i W wQr~ 0 2 Q m S. r5;wC).:~=
~ 286 SH 286 SH 286 SH I P3 (39) EGR SS EGP SS EGR SS P3 (39) D. ALL WTERIOR DIMENSIONS ARE FROM FACE OF ~ ACE OF ~Q~ ~cl~a- 0
STUD. ALL EXTERIOR DIMENSIONS ARE fROM ~ ~S D p~ 0 Q~~OO~
' ~ ~ OUTSIDf OF SHEATHING. ALL INTERIOR STUD 13~-1 G~~ 18~ 2 ~ WALLS ARE 3 1/2", ALL EXTERIOR STUD WALLS I D WALLS li Z
~ r, ARE 4'~, ALL HEADERS, SPF #2 (UNLESS NOTED ~ i NOTED OO~QmwO .
9'-1" 9'-1" a ` m ~ OTHERWISE FaR A~L 1TEM5) ~ > ~ ~ _ 2x6 WALL ; F-- z 1-- N 1-- ~ 1--UQUCQ~U~
4-6" 4-7 4~-7~~ 4 6 FRAMED TO UNGERSIDE ; a E. HANDRAIL TO BE CIRCULAR, t t/4°~-2" , i OF ROOF TRUSS 2x6 FRAMED WALL ~ ~ ~~L3„~ U 2 ~ O 1--.
. TO UNDERSIDE OF QIAMETER OR HAVE A PERIMETER DIMENSION Of ~ A OPT'L 830 FX OPT'L 830 FX OPT'L 830 FX o ROOF TRUSS MINIMUM 4", BUT NOT MORE THAN 6 1/4". VSION OF cr-, F-- wF-- LLiF-OU i4". 0 0 0 f--- ~ ty ~
p~ A OPT'L 830 HR OPT'L 830 HR OPT'L 830 HR ~ LARGEST CROSS SECTION DIMENSION NOT TO ~ A6 OPT'L 830 FA aPT'L ~830 FA OPT'L 830 FA ~ EXCEED 2 1 4°. EDGES EASED TO MIN 1 8° ~ JTTO 00=0~ZW~
HOR H 9'-9" HDR H T 9'-9" HDR H 9'-9° MASTER BEDROOM ~ ~ itv 1/8° c~ c~ r- U cL :D X (n
- - - C~+RPET RADIUS. TOP OF HANDRAIL TO 8E 30" 34" _ _ _ ~ = _ ~ = _ = ABOVE NOSING. F ~
i i tt'-i 5/8" WALL HEIGHT ~ r~ F. ALL BALUSTERS INSTALLED AS REQUIRED TO I :o To REVISIONS:
~ `-2xs wau ~1'P. TH~S AREA > ~ MEET 4° SPHERE TEST PER CODE.
~ ~ FRQM EELOW (12'-1 5/8" WALL HGT. ~ ~ „ w/9 1st FLR. CEILINGS) ~ G. TOP OF GUARDRAILS AND HALFWALLS AT 36" 4T 36° Al KR 05/18/2007
;n ~ - 13~-7vL A.F.F. - ~ I - ~ GENERAL REVISIGNS
2 H. ALL SMOKE DETECTORS TO BE INTER~ i~ 1 CONIJECTED AND HARDWIRED (WITH ~ 0 ~ 2 KR 06%26/2007
- ~ a 1~-1 13~-3~~ ~ BATTERY BACKUP) TO ELECIRICAL PANEC ~ EL WALK-THRU REVISIONS
22" x 30" Z ~ ~ A5 REQUIRED BY APPUCABLE CODE. ~ ~ ~ - - - - - ROG & SFIELF _ AITiG - - QPEN ~ < " 1 a
~ ~r N 1~-7~2 ~~_2~ 6~_~~~ J. SEE STRUCTURAL PLANS FOR DROP CEILING N ~ ~t = ACCESS TO • AREAS. i ILING . A3 KR 07/10/2007 GIRDER TRUSS JACK STUDS
BELOW FURR-DUWN CEILING \ a I M L'lI . ~ ~.i'.i~ . ' . I a TO 10'-0° A.F.F. , K. SEE SHEET K-i FOR SOFFITS
~ ~ ~ CARPET IN MASTER BATH, ' ~ ' ' ~ _ ~ ~ 0 1' ~ ~ ~ ~
p~ HALL AND W.I.C. I~ I' L ALL WINDOW AND DOOR HEADER HEIGNTS ARE ~ i- i / ' / , a I Ts ARe
I ' ~3 L ~ ~ - _1.^ _ • q-' , i ~ ~ ~ p 6'-10 1/2", UNLESS NOTE~ OTHERWISE. / V~ 42 VB 42%" ~ 1~ .
\ - ' , ' J . ~ ~ FURR-DOWN CEILIN % ; , ' , ,
° Ta a-o° a.F.F. ~ o~ FIREPLACE NOTES i• BECR~JGM 4 ~ ~ u . ER, ~ ; ~ ~ ~
~ SLOPE CARPET ~ SLOPE IN PRIVACY AND ~~p , ~;~qK a =N , ~GwN ~ ~owN LINEN CLOSET ' ~ ~ ~ i~ C'; . 0 A Y i;' , ' i Q A. FIREPLACE MANUFACTURED UNIT $HALI MEET MEET
- FLAT FLAT ' OPr: SH wF~t DpOR % i j v_ ' REQUIREMENTS SET FORTH BY NFPA 211. 1.
I i w - , i 3 e~ ~ I i~ cEiuNC apr~ oFT ~~~v ~ cE~ c r'~ Rni~ ~~o oF H~F 5 0 6 ; ~ utrn iL0 w~f~,~ ; ~ B. INSTALLATION OF FACTORY BUfLT FIREPLACE BED a LL L IN C4NiRACy % LACE
- - _ , ' , SHALL COMPLY WITH MANUFACTURER'S ?'~N COri~taCT CONTRACT PRI~,_V Y'.` ~NSTRUCTIONS, A COPY OF WHICH SHALL BE L BE
~ I ~c~~ ~ / ~ AVAI AB E AT IN PECTION. OPTL JACK 'N JIL1 Q ~ ?~O M .AJTERi BATF'I~ ' ~v ; ~p MADE L L $ _ _ ~ , , I BA ti ~
. ? iN CONIRACT - - - - - - - - - - = Q~- ' I ~N~T'~ xo . ~ ~ C. FIREPLACE INSTALLER TO PR6VIDE OUTSIDE 31DE
~ ' ~ ~ CEILING, AT ,19'- " A,F.F. j ,N ~ ~ ~ FLUE ADD'L RISER w~ N ~ R ~ ~ ~ ~ 0 " ~ ~ ~ a ~ / ~ AIR SOURCE. ~ . ~ 9~-0" 1ST FLR V~~ ~ ` ~ , ~tip~ ; ~ ~ i
CLG OPT N gR ADD'L RISE D. FIREPLACE INSTALLER TO PROVIDE
- , I w/oPT. 9' tst ~ ~ ~ " ~ ' FIRESTOPS AT ALL CEIUN6 LEVELS. AS ~-6 HAI.F ~ I I I I I I~ I ~ FLR CEILINGS ~ ~ ~ ~~SH~L1+~S - ? ~ :~1R/15 ' ~ A ~
_ - WALL I I I I I I I -c~ ~'~i~~sA ' 'ye; i?EEP Rss ~ / i A5 E. CARPENTERS TO PROVIDE 2x BLOCKING ~{0 ` ~s ~ I ~ °ti~ ; ,~i ~ BETWEEN STUDS AT ALL CEILING LEVELS.
O ~ \ s r~ F~„ ~ I I p ~ d _ J ry , . ~ - j ~ i . tp - .
~ N~ ~ - ~ 2~_81 " ' ~ j , ~ ~ ~N ~ F. HEARTH TO EXTEND 8° FROM FIREPLACE DN SR G /2 i ~ N ~ OPENING AT SIDES AND 16" IN FRONT MIN. E ;MIN.)
~ ~ / / ; ~ ( ) ; ~ i ' ~ ~ i - / s - ~ rL IL ~ OF HALF G. FOR ADDITIONAL INFORMAl10N SEE
~ I I I I I I I I ~ / ~ ~ ~ ' ~ ! W.I. C. % ~ ~o ~ o- ROD SHELF BATH / I / ~ / ~ - i ; ~ ~ ~ FIREPLACE DETAIL SHEETS.
~ VINYL ~ A~ I ~ I I 1 I I I I-~ ~ / s 's i i~. %~CARPET~ ~ ~ r~ ~ I~ 1 m p,C~ 'd ( \ i/CEILING AT 10-4 AF.f. M
u' w o~ ~ ~ ~ ~ ~ ~ ~ ~ ( ~9 7= ~ i=~=T- d ~ CARPET z ~ VN ~ CpT ~ I ~ ~ ~ % iR/1S/ ~ ~ ~ ; ~ x ~ ~ , 7. , , l ~n o 3 r` VB 48 6'' / i i ~ i:`
~ v N ~ n'~ P1 (WB126 ~ P1 (WB126) .
F W o A L I G N ~ I ~
a ~ q ~ ~ WALLS 8 Q~ ~ ~ ~ FLOOR PLAN NOTES: ~2 5' ~o a w 6~ I N I I pp p Q I DRAWINGS BY:
, ~ys P1 (WB126) /~4~ ~ D00 3 ~ ~ ~
6 , l~ ~ T ~ w ALL WALLS ARE 8'- 1 1/8" HIGH NORTHLAWN
y~ o~ ~ ~ N~ o c~.~ = UNLESS NOiED OTHERWISE ~,~0 I I FI.AT p a w p~ CONSTRUCTION
j,~ GUARDRAIL j~ CEILING ~ O ~ ~ ALL STRUCIURAL HEADERS ARE SERVICES, INC
- - - M~ r x- N NOiED 01HERWISE S L O P E I ( 2) 2 6 U L E S S
N DOWN I I Q R ~ DIMENSIONAL LUMBER fRAMING BASED
I" CG TR T BED OOM #2 I ON 'fHE FOLLOWING MINIMUM PROPERTIES: ~ CARPET T(PE OF MEMBER fb P F P I E PSI DRAINN BY:
0 2NL F R ~ I LF DRY ~ 0 INC UI t. JOISTS 1000 145 1,600,000 ~ NCS
N CONTRACT ~ 2. BEAMS 1000 145 1,600,000 ? IN CON'fRACT ~ I 3. HEADERS 875 135 1,400,~00
o OPEN ~ ~ ' ELEV "D" ISSUED:
TO ~ I O LAMINATED VENEER LUMBER (LVL) BASED - ~ I I PR P RTIES: r BELOW a I I . ON iHE FOLLOWING MINIMUM 0 E ~ 03/31/07 ~
N Fb P I F P I PSI ~ p PLOTTED:
~ 3-2 ~ ~ 2650 285 1.900,000 0 ~2 6'-7" 11'-4" ~ ~ 0 ~
3 F' ~ ° I-~' ~ I° ALL POINTS LOADS TO BE BLOCKED SOUD ~ ~
BEDROOM #3 al~- H Ia TO FINAL SUPPORT MEMBER OR FOUNDATION. ~ ~ 4 CARPET N ~ ~IN Q ~ Q
3~`JO 2 SH P3 (32) ~ Q-~ p~ ALL OPENINGS UP TO 3-4" WIDE TO HAVE ~J 4 '-0" WALL W
a 3050 SH E6 SS I I ~ A MINIMU~1 1-2x4, STUD GRADE SPF, JACK HEIGHT I 6'-0" WALL' N STUDS UNLESS NOTED O7}IERWISE. ~ ~ ~ MODEL:
_ _ 3 HEIGHTI
I BONUS ROOM INDICAlES (3) JACK SiUDS TYPICAI Q p3 (32) 3050 2 SH P3 (32 Q ~
E' ESS I ~ CARPET I UN~ESS NOTED (y2 SPF) ~ G ~ ~ , Q JP-5R
I INDICAIES QUANTITY OF NON-STD. S1UDS (~2 SPF) ~ ~ r z z
f_~ I INDICATES QUANTITY OF RIPPED LVL S1UDS Q Q ~
I WiDE BY WALL THICKNESS (2650Fb-19E) ~ ~t OF 'NNDW A ~ I ~
A AND ENTRY A6 A7 DUOR - ELEV "D"
~ 3050-2 H EGRESS
A LIGHT VENTILATION SCHEDULE
1 „ , _ 1 ~ > > _ „ , _ 3 , . , _ ~ . , ~ _ ~ „ A 8 , ~ , ~ _ 6'-11/ ° _ 4 2/ 4 10y 5 9/~ 2 8/2 7 3/2 -3/2 2'-Sy2" DAYLIGHT 8% VENTILATION 4~ 6 11 2 3 3 2 4 noN 4% SHEET:
- ROOM SQ. FT. REQ'D ACT'L REQ'D ACT'L ACT'L
13'-10%2" 18'-1y2" 20'-0" BEDROOM 2 143 11.4 11.9 .5,7 5.9 5.9 SECOND FLOOR
BEDROOM 3 172 11.4 11.9 5.7 5.9 5.9 PLAN
52'-0" BEDROOM 4 149 11.9 11.9 5.9 5.9 5.9
MSTR BDRM 285 22.8 33.1 11.4 28.1 28.1
A SECOND FLOOR PLAN ,2.4 A3-D
A3 SCALE: 1~4~~-1~-0~~ OPT. BONUS M144 9.2 24.8 4.6 12.4 ~ -
1'1'il.A°T'ION -
~~0~ VENTIL~TIC
MAIN HOUSE - AtTIG 22 ~ 5 5i ric 2 2-7 5 5 ft p w <
REQ'D V~NT (1 /300) '1.6 5 ~ 300) 1.6 5 ft . ~ ~ W
(X ~ 10.55 ft zz~d=
AGTUAL VENT 10.5 5G ~
QTY TYPE EA T~~ eA Tor ~W~p~Ozw
q RODF VENT 0.5 ~ !T 0.5 4.5 =~W~OZ,Q6
10 EAVE (8X 16) 0.4 6 16) 0.4 4.0 U1 -a -
14x24 LaUYER 0.9 IYER 0.9 = v +L . (L/V{--ylqiLLLO
2 18x24 LOUYER 1.0 : IVER 1.0 2.0 D~A0v
i 8x3b LOUVER 1.6 1VER 1_6 Z Z/- ~ ZCL <
24" ROUND 1.0 2 1.0 ~(3 (l1WcoW13~
30" ~OUND 1.5 ~ 1.5
~TIC i~00~ V ~NTIL 4TILATION b(~ k -1:3 !L V v ~
w/6' GREAT RM EXT 2~88 s _XT 23885 ft ~z~Zo~~~
REQ'D YENT (1 /300) 8.0 5 300) 8.05 ft OO~OVj~wP
AGTUAL VENT 10.5 ac s ft 10.5
QTY TYPE EA T EA TOT
q ROOF VENT 0.5 ~ 4T 0.5 4.5 REY15iON5:
10 EAVE (8x 16) 0.4 ~ 1 b) 0.4 4.4 3 y1.rs i~- »-oi
14x24 LOUYER 0.9 NER p.Gj OPR ~+54091
2 1 Sx24 LOUVER 1.0 : JYER 1.0 2.0
1 Sx96 LOUVER 1.6 JVER 1.6
24" ROUNn 1.0 D 1.0
30" ROUND 1.~ _ ' D 1.5
C~~NE~ZI~L NC~`~~, L NOTl...5
t. NO OPt'L TRSM WNDvV ABV I WNDW ABV
ENTRY DOOR WITH 2ND FLR NITH 2ND FLR
Lr4UNDRY RM OPT!ON OVER ENTRY FOYER >PT!Ohl OVER
F INE w/OPT. 2• GARPENTER TO INSTALI. "1/ 1 ~ ROO L INSTALL "7/ 1 6"
" 6' GREAT RODM EXTEN51ox 05B BEHIND 3/4 x ~ 1/4 x"I 1/4 GEDAR BLOGKING AT ALL /4"x "1 1/4X 'l OG1cING A7 ALL
r________~------------- ENTRYANDGOr1GHLIGHT )AGH LIGHT
I LOGATIONS.
~ 3• PROVIDE GUTTER AND 'ER AND
~ DOWNSPOUTS AT ALL AT ALL
12 PERiME7EF2 EAVE GONDITIDN! ` t0 VE GONDITIONS.
°TikIL 5HEE7 FOR
DIMEN510NAL SHINGLES 5EE PORGH CETf~IL SHEET FO TRUE-DIMEN510NAL 30 YR. INS'fALLAT~ON INFORMATION , INFORMATION AT
~ 5" EXPOSURE, MIN. 240 LB. FRONT PORGH BREAST BEAN - AND GOLUI~INS. BREfrST BEAM
~ OF LOUVER - _ ~
R 5 PROVIDE HRNDRa!L AT ALL - - 2x TREATED 5HUTTER BAGKE ;)RA!L AT ALL ~IRS OF 3 OR .
- • EX7ERiOR STAIRS OF 3 OR D . ~ 2 MORE R'SERS. Pf~~STb ~ 24" ROUND GL05E pF~6V iP~eSTAIRS
~ LOUYER, FYPON 661821 / DRYVI7 PEDIMEN7 ~ p . TO GRADE A5 REQ'D. m FcEQ'D.
- . .
~ AF LOUVER - ' DRYYIT TRIM DRYVIT PEDIMENT
_ , " • : . - ~ _ GRIGKET
, k. ~ ~ ~ . . . . . . , ` ASREC~D N ~ - ~ , , . 75
TRU55 BRG - (2) EAYE VEN , _ ° _ - _ . _ _ ~ ' _ TRU55 SRG t ; , . ~ ~
_ _ _ ; . , - - _ _ E . -r , ~ F-- . i I , r-----
2ND FLR HDR HGt , i ~ . - ~ - I ~ I , 2ND FLR HDR HG7 . ~ ~ . I . , ~ DRAWINGS BY:
~ ~ - ~ I - i ~ ~ i... ~ ' _ ~ ~ i ; ~ , - , ~ - ~ _ E---=-- j i ~ i ~ . ~ ; . , NORTHLAINN
~ ~ ' . I . i i ! ' " , , ~ 1 x6 PASGIA ' ~0 . ix8PA5GIA ~ : ' I - " ~ ' ~ • GONSTRUG710N
~ I . , o~ ~ . _ _ ' ' , , ~ i i , I._ - ~ i ? t ' _ _ I ~ 5/4x4 FRIEZE ~V ~ SERYIGES, ING
' 1x4 FRIEZE I I ~ ' ~ - ' . ~ . ~ , , - , . , , - , ~ p ~ - ~ -~-1 • :
~ ; , , , i . ~ I . - , 0 _ ~ , , ~ , _ , E55 , , , ~ a1 ~ : : ~ I-- ~ ° ; 3050-2 EGR - 3050-2 EGRE95 30505N . • ~
_ r t b" SHUTTERS . ~ ~ i_ 3050-2 ' EGRE55 ~ ~ _ ~ ~ ~ : ~ 17iZAWN BY:
, . ` - ~ „ . . , • , . , 18° 5HUT7ER5 _ . ~ , ~ • • , . _ t , . . , NG5
. _ i . , , . ' ; . ° 2ND FLR SUBFLR ~ ~ , •
, ; . ~ , Q 60NU5 5U8FLR . 2ND Fl.R J5T BRG " ELEV "V" 155UED:
~ 14" SNUTTERS STUGGO TRU55 BR6 _
_ ~ „ ~ METALROOF ~ ' c0 ~ ; ; 0 - ~ , „ ~ PLOTTED:
12` TEMP TRSM . ~ 15T FLR HDR H6T , _ _ _ _
°t . _ DRYVIT PEqiMENT , i ~ ~ L 1 , - ! ~ - 1 2- 1 3-07
_ i ~ _I _ = - ' DRYVIT TRIM , ~ , ' - , e I Ii ' I - , - -
W . _ ~ ~ _ ; ~ ~ ~i ~ . c~ . - , I ~ , - ~ _ , _ ~ 1 i~ ; 0 ,Ul S1~ _ : ' . 51DIN6 ~
_ - ry - i ~ , V i V I ~ - - ~ ~ ' ' R' ' - ~ ~ ~ - ~ _ _ , p STUGGO ~ :;i _ a ~ ' , . ~ MODEL:
Q i ; ~ . z w ul' Z 4405 , i p s aN ~ ~ _ ~ " . ~ a ' ~ 6 ~ _ , _ _ _
i ~ = n ~ n - ~ . I ~ :I CI (V ~ i ~ , _ ~
6TUGG0 ; 06 . - , Qy ~ ~ ~i r _ _ 5N , 5H 986Q 5 ~ ~ • - ` H ' ' ~ I '
; ' ~ ~I _ , -
- 3068 15T FLR SUBFLR • ' '
TGP OF BLOGK _ TOP OF BLOGK ' _ ; . : _ ,
~ ~ I n . , • - , ~ ~ ELEY p u ry N-
~ J
_ ' OPTL NATURAL FRONT oPTL rRSM wHVr+ wi 16x~ STL. Er~8055ED PANELED GARAGE
ILO STND SiDING 9'-0' GLG ONLY STUGGO STONE DEGORATIVE 6LOGK 15 FULL pOOR, LOW GONTftAST GOLOR 1 x WD TRIM ? IN GONTRACt ? IN GoN7RnGT HEAD AND 51LL BOnY GOLOR, TERRA GOTTA
WITH HpTURAL GOLOR MORTAR. SHEEr:
AEGORATIVE BLOGK P~ Q mus oars , z~~ FROM TOP OF ViALL a~ a e , ExTERioR
TYPIG,4L ALL 51AE9 ~ . a Fce ELEvArioNs
er~a e ma ura . , , q Fr FiRSr
~ie, e ro ason~ ar or a FLR GLG
A4.1 --D
,h FRONT ~L~VATION PUBLIN
4.1 1 Y SGALE: 1 /4
~ A CAD PROJECTS LOT SPEQFi 126 WYNI~JP-5RD Dublin Elevafioos.dwg, 04 A4.1-D ]P-5RD Dublin 9 Ft Front flev,l2/14/2007 8,35:53 AM x.~,urQ 1 1 ~
LINEOFROOF PLYWOOpSADDLE ~00~ VEN~IL~TIC yTIL.ATION
1^UOPT b' GREAT pER ROOF FRAMING PLAN ROOM EXTENSION ^ ~
ROGF PROFILE MAIN HOUSE ATTIG 2 2 ~ 5. -TIG 2 2 -7 5 5 ft ~ pW <
w/OPT.6'GREAT i~i~ 1.6 5G ROOM EXTEN510N DIMENS!ONAL SHINGLES REQ D YENT (1 /300) 300) I.b 5 ft Ci~ w~
iRUE-DIMEN510NAL 30 YR 1] 18x24 VINYL 5' exPOSURe, r+ir~ ~ao ~a. AG7UAL VENT ~ ~.5 5 . ~ _ 10.5 5 f t
~ OFLOUVER , B~ _ LOUVER
QTY TYPE EA 1 EA TOT ~W~Q~OOW
~ QB 4__ ROOF VENT _ 0.5
~ 10 EAVE (8x 16) 0.4 8 ~ - N6) 0.4 4.0 ~ U~1~4 J~ } x
14x24 LOUVER 0.9 24 FLJS BR STUGGO ' 2 18x24 L.OUVER UVER 0.9 ~1~1-W~p~..~Q
N FL HDR H T r+ _ ND F H # OUV R ~.6 UYER 1,0 2.0 ci u I Aci Z)~
b - I ~ 18x36 L E ~ 5/4X4TRIM = - n ~Z<Q~QO(L UYER 1.6
- ROUND 1.0 _ . . . . ~ 24 , . . . - - - ~n , TYP r . ) ( , . . , . ~ TRU55 BRG . r . . . - \ - , , ~ ~ • . 0 i D 1.0 O ~(D W W
. . 30 ROUND 1.5 . `n , , - II \ o . ; ~ D 1.5 Z 1- A NlU =v.~uw-v
~ ; ~ . ~ f~O~F V~NTIL~TIC , . . , ~ , . ~ . . _ „ d :p 3050 5H VTIL,~~'101~ ~~~cvoQn t- W,- wT- (3
, 2ND F SUBFLR EGRE55 , ; ~ ' : "a ' ; . ~ND FLR 5UBF _ N F J51'BR ~/r r__ 2NDFLRJSTBR 1 IUI6' GREAT RM EXT 2388 : ExT 23885 ft OLz0Zo~~~
0 ~ I b ~ p ~ _ _ ` 300) 8.05 ft 00~Ciy LW~--
0 ~ 15iFLHDR T ~ ~ _-~~--:,i =r~-- ~ 15jFLRHDRHG ' REQ~~U~Kr~~~3~0/ $.~SG i : ~ - i ry~~ ~ i~ --il 7 ~ - . . vv?-~~.~~!~n
a ,m ~ ; ~ ~,i;; 'aoeo!,; ' ~ AGTUAL VENT 10.5 5 , o ~ I 1 5H 'il, = I ~ ~ ~ i _ 10.5 5 f t
~ ~ n i~~ STUGGO 0 i ~ i I ~ P ~ TYP Ea 1 Q QTY E - ~ i i i VG235 r ~ I' ~ ° ea ror REV1510~N5.~
i i - - ~9 ~o ; ; f ' I 9 ROOF VENT _ 0.5 ~ NT 0.5 4.5
~ 1 - f - _ 10 PAYE 8x 16 0,4 i 15T FLR 5V8FlR f ~ 1 U R ? li STFL5 8FL ~ ~ ' _ ~ 1 6) 0,4 4.0 Aivms 12_ 13_07
~ 1GPOF8LOGK , ~ TOPOFBLOGK___ , ~~}X~4LOUVER Q.q ry ry UVER 0.9 WDW ADDED
~ - ~ ~ ~ 2 18x24 LOUVER 1.0 UYER 1 .O 2.0
r 18x3b LOUVER 1.6 OPTL DINETTE WDW UYER 1.6 2 vr-+s i 2- 13-oi
~ 0-2 5H (NO BAY) 2 4" ROUNn 1.0 GONTRAGT ? IriGONTRAGT ° N 1.5 D 1.0 OPR#54086
OPTL DINETTE SAY OPT'L STUGGO 30 ROU D D 1.5
A~ LEF7 EL~VATION ANDYVNDWS(3TOTAlJ 5 E5ANDREAR) ~~~~~~I 4, i~ ~ ~i ? IN GONTRAGT N GONTRAGT ~ L NOTE5
SGALE: 1 /8 ~ 1-0 . 1. NO GPT'L TRSM WN~?w ABV I WNI7W ABV
~ ENTF~Y ~OOR vVi'TN 2ND FLR riiTH 2ND FLR
PI.YlNOOD SADDLE RDOF PROFILE PER ROOF FRAMING PLAN ~ W/OPT. b' 6REAf LAUNDRY RM OPTION OV~R )PTION OVER
~ ROOM EXTEN510N ~NTRY FOYER PAD OU7 FAGE OF TRU55'C 2' ABOVE ROOF'f0 BE FLUSH ~ ~
DIMEN510HAL5NINGLES W/TRU55'L'ABOYEROOF 2• GARPENTER TO INSTAI.L 't/ 1 i ~ INSTALL "1/ 1 6"
TRUE-DIMEN510NAL 30 YR 1 Bx~4 YINYL 058 BEHIND 3/4~ X 7 ~/F} X 7 s' ExposuRE, MIK 240 L0. LOUYER 1/4 GEDAR BLOGKIN6 AT ALL /4"x "1 1/4x'1 OGKING AT ALL
8D ENTRY AND GOAGH LIGHT )AGH LIGHT
= T P oF ~ LOGhTIONS. 14
8 3• PROVIDE 6UTTER AND -ER AND
? TJOWNSPOUTS AT ALL frT ,4LL
_ - (z) RooF ~ z ~ PERIMETER EAVE GO~DITION! VENTS gD 5/4x4 TRIM Q VE GONDITIOKS.
1x8FA5GIA (TYP) 5EE F'ORGH DETAIL SHEET FO `.TAIL SHEET FOR
~ INSTALLAT~ON INFORMA710N , 1NFOIZMATION A7
TRUS Ft~ONT PORGH BREAST BEAN f 2) EAYE 5 8R6 vExr AND GOLUMNS. BF2EA5T BEAM
, . _ _ _ , , 2ND FLR H S. i Pt : _ . - r=- . . ~ I HAN RAI ,T ALL
. . . 1x4FREIZE , PiZOVVE D L ~R?rIL ;T ALL dRS OF 3 OR
3050 5++ ~ , ~ •n . EXTERIOR STAiRS OF 9 OR M eATH sueFUt EGRE55 , ~ MOR.E R'SERS. PROVIDE STAI PROVIDE STfiIRS
TRU55 BRG ~ \ - ' TO GRAnE A5 REQ~D. ~ , o . . . . P STUGGO REG2'D.
0 ~ , . , . 4040-5L ~ d 7EMP M BEDRM
5U6FLR `I' J015T HR 1 \ ~ .
. ' . P1 P1 . ~ . P ' ' . • --:..i ~ .n .
. ~ . ' . , , ~ ~ ~ . _ 464 -5L'+ 4640-5L' Ii ~ iQ -
15T FLR SUBFLR ^ F K 7 70P OF BLOGK
. 1 7 f j21 r7. ~ I 1{ i T T~71?~~]I~ p
. , . . . ' . . - . ' . . . . i Q ~ . . . _ . . . . . . , ~ d DRA,1^11NG5 BY:
- . ~ . ' - . . ~ . . _ ,i -r------r - _ _ - - T P F ~ . . . . - . L'_""J N0RTHLAWN
AT IN-LAW SUITE OPT: GONSTRUGT10N
OPTL 5TU -GO 0 ER DOOR O T'L' W UITE DROP WDW 51LL C ( iDES AND REAR) w 6' 6' G PAD E T IRS (17 GONG BLK GR5 SERVfGES, ING
B RIGH~~Li~Y~TION GC4TRAGT ?IN TRAG ? ON GT T0411/2'AF.(TYP2)
Q,. u i u SGA~L~~ ~ /8 =1-Q
• DRAWN E3Y:
NG5
ROOF PROFILE OPTL 38~0 FX TRSM tU/OP?. b' GREAT ~''~NDWS (3 TOTAU • r------ ~
~ ROOM EXTEN510N ? IN GON'fRAG7 ROOF YEN75 (TYPJ ~ OPTL 9830 HR TRSM ELEV D155UED:
n ~ WNDWS f 3 TOTAU
4-J ? ? ~ ? ~ ? INGONTRAG7 ~ ~ OP7L 3830 FA TRSM ` ~ . _ pL07TED:
a ` ? ' WNDWS(3TOTAL) _
I ? IN GONTRAGT ~ • " 1 2- i 3-0-1
DLMEN510NAL SHINGLES ~ _ TRUE-DIMEN510NAL30Yft I
5' EXPOSURE, MIAI 240 L8. I L F RM ~
a _ y~ I _ 5/4x4 TRIM I OPTL DMETTE ATRIUM ? IN N T (?YP) ~ DOOR MOPEL.:
I ~ ? IN GONTRAGT
TRU55 BRG (6)EAYE.VENTS ~ TRU55 ERG _ _ ,
~ i 2ND FL HDI~ r ~ ~ i i K
2860 2860 2860 P ~ ~ 5N'. ,,SH• • . ~ 5H ,I - - STUGGO , 2NDFLR5U8FLR
'EGR EGR £GR 3B3o ''3830 ~~,3830 ~ ! N JS B 6 ~ ' , . 0' _ p ~ . ' F% _ ~ Fx F% i O _ - ,
I ~ I i li, ~ 4 ~ i ~ - " ~ ~ . _ ~ I 1 T F H1?R HGT _ _ . , z._~:._ . . F. L E Y "~u F
d' M SEDRM - ti I.. . \ _ _ ~ ~ ~ ~ ~ ~ Q _.l
SUBFLR ~ i~ N , ,ry \ 0 'I' J? R ~-STUGGO i I~'i p i \ ~ ~ _ i i ~ - i i ~ 'v
~ i;... i \ N . . . . . ~ ~ ~ , ~ Q 3860 3860 ,i9B60 'i ;p
, 5H 5H i ' 6068,5LPD 304 2 5L , ~ ='~H = - , I 5HEEr:
1 ST FLR 5U8FLR l', ; T~P- ~ SUBFLR t ~P OF BLOGK I TOP OF BLOGK \ ExTERioR
. 1 I 1 t 17 Y i-~... Q ~ L ~ II \ ELEvArioN5
Q ~ ~ d pEGORATIVE BLOGK q Fr FiRSr
T P OF 5LA 12' FROM TOP OF WALL OP ' D' GT ` T P OPTL STUGGO _ _ _ L T 6 51 E5 AND REARI FLR GLG
? IN ON GT NGONTRAGT A4.2-P
G REAR ELEVA710N ~
4. ,q g°9 5G LE: 1 / 0 PuBLIN
X;~AUTOCAD~PRO)ECTS~LOT SPEQFlL'~i26 W1'W~7P-5RD Dublin Elevations.dwg, 04 A4.2-D JP-5Rd Dublin 9 R Ext Elevs, 12(14/2D07 8:37,36 AM
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O U 00=Ox ZW~-- UUI-U~D Of t/7
RE REViSiONS: ~
1 r,R 05/18/2007
- GE~ 2x4 NAILER GENERAL REVISIONS
, AT WALL
~
- -
1RUS5 DkNG
~ ' ~ TRUSS BRNG.
_ \
~ r
- OPEN TO ~ . GREAT ROOM TRUSS BRNG. ~
\ BEYOND REAR WALL ~
~
BEDROOM 2 FURR-DOWN CEILING HALF WALL- • IN MASTER BEDROOM HALL
, SEE PLAN MASTER N w/2x4 CEIUNG JOISTS
~ ~ BEDROOM I AT 24" O.C. Q O N n TGP OF SUEFLOOR_ BEYOND ' ~ ~
JOIST 6RNG ~ a
_ _ _ _ _ _ _ MASTER BATH ~ i iV a ~
2x10 FLOOR JOISTS ~ 3
I ~ r N
O ~ KITCHEN ~
~n ~ (DINETTE BEYOND) ~ ~F DRAWINGS BY:
_ TOP OF SUBFLOOR N ORTH LAWN
GREAT ROOM ' ~ BEYOND JOISTS PER PLAN _ I-JOIST BRNG ~ CONSTRUCTION
~ ~ ~ • ~ ~ ~ SOFFIT TO ENCLOSURE ' ~ ' SERVICES, INC
T r ~ DUCTS UBLE 2x4 WALL N1TH \
I~ \ DUCT CHASE BEYOND DOPT'L FINISHED ROOM. ~ ~ Q Z PR~VIDE BLOCKING I~ '
~ ~ ~ A5 REQ'D TOP AND T I DRAWN BY:
~ ~ BOTTOM {TYP) d' dF TOP OF SUBFLUOR ~ ~ o
Q I F OR OIST PE PLA. W BASEMENT TOP OF BLOCK TUP OF BLOCK _ _ cL, ~ c9 _ - - _ - - - NCS
6 ~ : i,~ BONUS ROOM ~ EL STEEL BEAM. SEE FDN SHT. \ ~ - cv ELEV "D" ISSUED:
5 - - ~ ~ ~ i. ° e BASEMENT ~ PROVIDE 1~ n~e o ~ 03/31 /07
~ GRADE 4 CRAWL SPACE p \ ~ r m SPACE BEiwEEN ° GRADE I I 5EE DETAIL SH TS . , EE ~ ~ o FORM EDGE OF SLAB STUO AND BLOCK 4 ~ Pl
~ Z Q~ W_ ~ ~ AT STAIR LANDING ONLY a PLOTTED:
N w ~ , ~ ~ : • ~ TO OF LANDING ~ °J z _ TOP OF SLAB _ _
~ 6~ ~ W EV N W TOP OF SLAB ,
5 2x4 STD FRAMING AT LANDINGS. 2x8 FLOOR r r cn i~ JOISTS 10' STOCK PROVIDE P.T. LUMBER ~
~ ~ ( ) 4~~ N F ~ + WIiERE IN DIRECT CONTACT W/CONCREiE ~ ~¢\¢~Q 3 Mi
T.0_F_AT 4'-0" _ T.O.F, AT 0'-0" ~ N~ NOTE: T.O.F. AT 3'-4"_ MODEL:
12 CRS BASEMENT 12 CRS BASEMENT 1 z M ~ N ~ z FIELD MEASURE ALL STAIR FRAMING AND FINAL 12 CRS BASEMENT
T.O.F. AT 4'-4" T.O.F. AT 0'-0" - ~ ' SLAB ELEVATIQNS PRIOR TO FABRICATING STAIRS. T.O.F. AT 3'-8"_
12 1~2 CRS BASEMENT 12 1/2 CRS BASEMENT - 12 1/2 CRS BASEMENT ~ TOP OF SLAB IS ASSUMED AT TOP OF FOOTING ALL TOP OF FOOTING ELEVATIONS GIVEN ASSUME JP-5R
T.O.F. ~T 4'-8" T.O.F. AT 0'-0" ~ f 6" ABOVE TOP OF FOOTING ar + o'-~" IDEAL SOIL CONDI110NS ADJUST AS REQUIRED FOR T.O.F. AT 4'-0
13 CRS BASEMENT 13 CRS BASEMENT (BASEMENT SLAB ONLY) INDIVIDUAL LOTS. 13 CRS BASEMENT -
E ELEV "D"
sf SHEET:
BLDG SECTION
9 FT CEILING
A BUILDING SECTION
A5 SCALE: 1 4"=1'-0" ~
A5-D
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RE~ REVISIONS:
- 1.
GENEf Al KR 05/18/2007 6ENERAL REVISIONS
~
~ l , 12
, /
8 , ~
- ~ GIRDER TRUSS .
PER ROOF PLAN ~
w/OPTIONAL
~ B1 , 6 GREAT ROOM - ~ EXTENSION
/
LINE OF ROOF
~ w/o OPT. 6' GREAT ~
. ~ ROGM EXTENSION /
/ - - - - - - - - TRUSS BRNG. ~ _
~
/ / ~ . / /
/
p / / . ~
d~' / / / TR~JSS 6RNG DROOM # ~
~ ~ 1
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LINE OF GREAT ROOM
WALL w/o OPT. 6'
EXTENSION ~ TOP OF ;
SUBFLOOR
GREAT ROOM ~ 2x10 FLOOR JOISTS JOIST BRNG _
roras-~€~-
- EDI~ppM- o ~
o - - I
~ 1 2 BA
, _ _ D ~ ~ RA OPT'L DIRECT ' r DRAWINGS BY:
~ ~ i VENT CANT. ~ N~ NORTHLAWN
_ i ~ . FIREPLACE - CONSTRUCTiON
~I LINE OF MASTEft ° SE ?IN CONTf~ACT HALL TO SERVICES, INC
~I BEDROOM FLOOR BEYOND ARAGE &
~ LAUNDRY
I TOP OF DRP DRAWN BY:
TOP GF SUBFLOOR ~ _ _ ~ ~ _ _ _ SUBFLOOR _ ^ NCS
-u--------L-- 2x10 FLOOR JOIST - N~ TOP UF BLOCK _ ~ TOP OF BLOCK -
~2 I 6 6 ELE' tt I 5 5 _ ~ ELEV "D" ISSUED:
~a STEEL BEAM AND POST Q~9~~~ CRAWL SPACE ~ 4 03/31 /07
GRADE ROOM__ SEE DETAIL SHEETS I s WITH OPT. FAMILY ROOM 3 s PLO PLOTTED:
UPTION EXTENSION. B (SEE FOUNDATION SHT) Z
, z , ~ NOTE
6 BASEMENT 6 12" BLOCK SEE SHEET A7 FOR PORCH
s s w/FULL BASEMENT BREAST AND COLUMN . ~ I ~ INSTALLATION DETAILS
3 3 No~: I ~ MO[ MODEL:
r z FIELD MEASURE ALL STAIR FRAMING ~
AND fINAL SLAB ELEVATIONS PRIOR I ' ~ ~ ' TO FABRICATING STAIRS.
- i JP-5R
OPTIONAL
FAMILY ROGM ~ ~ EXTENSION ELEV "D"
OPT'L 6 FOOT
EXTENSION SHE SHEET:
?IN CONTRACT
SECTION
9 FT FIRST
FLOOR
CEILING
A BUILDING SECTION .
. A6 SCALE: 1 /4 =1 -0 A6-D
~ PLYWOOD SADDLE ~ ' PER ROOF FRAMING PLAN
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REV
~ 1X8 FASCIA REVISIONS: ~
/ 1
~ KR 05/18/2007
- - - ' ~ GENER ~ ~ : WALK-IN ~ GENERAL REVISIONS
rRUSS BR~~c ~ CLOSET N BEDRO #4 BATH BEDROONI #3
~ i ~
~ _-t-_. FFIT 1 A 4" X i ~ ~ SO , E
~ f 16 EAVE VENT
roP oF sue~~ooR - II {I - - - - - - - - - - - ~
JOIST BRNG ~ FLOOR JOISTS PER PLAN ~ I-- 1X8> RIP TO FIT, ~ a_ f_. T. _ _ _ - - - - - - ~~{I____Jkl-~.
~LASN OVER WINDOW
a + _IIt_ -N ~ ~ ~
9 = ~ F--_` _ = 2-2X6 HEADER p I
-'a G- - ~ ~ i i i ~ ii i i i i ~
's d Q,-- ~ ~ ~ ~ ~ I \ _ ii i i i i WINDOW ~p
~ _ _ i i i i ~ - ~ 'J DINETTE KITCHEN ~ ~ ~ ~
r,P ~ ~ ~ 1 I OPT'L COLUMNS I I ~ OPT. GREAT ROOM ~ GREAT RM i~
~ i iN ~coNrnacr h . i i i ? i i _ W~N~ows w/s' r- BEYOND ~i i i i i
~ h ~ EXTENSION ~ ii i i i i
--L~=~ , ~ ~ DINING ~ ~
- ~ ~ RO M ~ ~ ~ TOP GF SUEFLODR - ii ~ ~ ~ ~ »
_ - - - - - - - - = - - _ - ° 2) 1 3/4" x 9 1 /4
\ TOP OF BLOCK FLOOR JOISTS PER PLAN LVL DROP HDR - - - - - - -
8 g Gh'ADE ~ T s s
, CRAWL SPACE .
3 SEE DETAIL SHEETS 3
1X8 FASCIA ~ z
, ~
8" FDCF OF POftiH ~
D BUILDING SECTION
~ ° i ~~z° 3~4~ 3~4• A7 SCALE: 1/4"=1'-0"
, , a" s ~/z' i ,/a°
DRA DRAWINGS BY:
2x4 AT 10" DIA COL ' (2x6 AT 12" DIA COL) ~ N~ NORTHLAWN
2xg FLASHING CONSTRUCTION
SE SERVICES, INC
3/4" CEDAR WRAP ~
"N ~ _ ~ 00
BOT. BOX 3/4 DRIP 2 2X6 HEADER o BEAM DRA DRAWN BY:
I NCS
3 4" CEDAR WINDOW ~ NC ~ ~ i COLUM~v CAP ELE~
~ ELEV "D" ISSUED:
CENTER COLUMN VERIFY CLEARANCE 1X6 TRIM ~ ON CENTER FOR FLASHING 03/31 /07
OF PORCH BREAST BTM WNDW SILL 3~8~~ PLY PLO PLOTTED:
NOTE: 12 FLASHING
HORIZONTAL ALIGNMENT UNDER a4 MIN. HOUS fIN. FLOOR BREAST MAY DIFFER FROM WHAT CEILING FASCIA OF 1 X6 TRIM
IS SHOWN DUE TO RELATIONSHIP GARAGE TO ~
OF CUNC PORCH TO BREAST ALIGN WITH ~ BEAM. PORCH FASCIA MOC MODEL:
0 A ~ BUILDING SECTION ~ _i
„ , „ ~ ~ ~
A7 SCALE: 1 2=1 -0 ~ ~ ~ R19 INSULATION ~
Q ~ ~a~ i m % ~ ~ 7/16" OSB JP-5R
> x j' I I SHEATHING 3/4" CEDAR ^ m ~ ~ ~ ~ ~
~ i/ a°> a' C O L U M N C A P c~ ~ ~ ~ ~ o
~ -Y ~ ~ ~ o.~ 9 E~ , ~ ~ Q~ ELEV "D"
~ - m ~~0 ` ~ ~ i o
~s~ u~ ~ ~ o•i 0 ~ ~ ~ ~ ~ ~ N N s9 I z.-
~ ~ FIRST FLOOR , IIII I I IIII ~ ~ SHE
~ ° II ~ J IIILI UIII i SHEET:
- ~ ~ \ _ SECTION
9 FT FIRST
FLOOR
B BUILDING SECTION ~ BUILDING SECTION F DINING ROOM OPTIONS E BUILDING SECTION CEILING
A7 i~ A7 CALE: 1 2"=1'-0" A7 SCALE: 1 2"=1'-C" A7 SCALE: 1 2"=1'-0" SCA~E. 1 /2 0 S / / /
A7-D
M ~ ~ rri cn ~
c ~ N ~ Q
H w ~
~ L U :D cj~~ ~
Z>- > u ~ ~ Z Z a ~ (to ~ ~
~
JC Qww~O~Zao
F- ~ ~ LL_ ~ ~ = > O (Y Of ~ ~ 0- ~
O Lt Zv . owa 0
. . . . . - ' . ~ . . Y . ~ . . . . . . ~ . , . . . . ~ ~ >-oztn ~zU)flm~
, ' ' - . . ' ' . " . ' . . . " . . . . . " . O ~I . ' ~ . . , . . ' . . ~ ~ . . . . . , . . . . . H r 0 0 ZW N O O
. ' ' . . . ' , . . - • . . . ' . T ~ 1/~ w
. . ' . , . . - . ~ . ' . - . . ' . ~ , ~ , . . ' , V ~ . . . . . . . ~ . . . . - . . ~ ~I 0 :D~ ~ tY U C~ ~
. . . - . . . - . ' . ~ , ~ . - . . . . ~ r - ' . . . . . . . " . . . ~ . . . . . - ~ . . ~ ~ . . . , ~ V . . . . , . . . . . ~ . . . ~ d L ~1-LdI--wF--OU >-(nV) in~--~Cif.D
~ . - ~ ~ . . ~ ~ . . - ~ . . . ~ . _ . , ~ ~ . ~ . . . ~ ~ ~ 0 0 20~ZWt~- .
. ~ - ~ ~ ~ . . . . ~ . . ~ . . ~ ~ . . U~. UC.V1--Ut1~f~Vi
, • RE1 REVISlONS:
~ ~ ~ KR 04/23/07
BONUS RM LYL LOCATION
/ , BONU / \ \
2
/ ~ 2 KR' 05/18/2007 GENERAL REVlSIONS
12 . GENEI ~ ~
8
IN OF RO F ~ ~ VALLEY TRUSSES L E G AT GREAT ROOM / \ PER FRAMING PLAN
IN FOREGROUND ~ ~ \
~ _ ~ - -
~ ~
K J
/ L
/
. _ / r- - - - - - TRUSS BRNG.
. ~ ~ ~
' ~ o ~ . ~
TRUSS BRNG ~
~ ~ ~
~ ° LVL BEAM i
~ PER PLAN r~
N ~ '
I c~~ MASTER iv 2 oisPU,Y •
~ W NICHE ~ I BEDROOM ~ Q _ = PER PLAN
~ 3 0~ c v _ i 1~A T O P O F S U B F L O O R z -
? d JOIST BRNG. W U
~ ~ ATTIC TRUSSES ~ ~ ~ ~ ~ ~ ~ FORM BONUS ROOM p
~ I I~ I FLOOR THIS AREA
~ ~ LVL BEAM r ~ I PER PLAN ~ DR~ DRAWINGS BY:
TUP OF SUBFLOOR ^ _ _ ~ I
- Ni JOIST BRNv. FLOOR JOISTS I -2 ~ NORTHLAWN
- PER PLAN ~ C FLOOR JOISTS PER PLAN I FACE OF GARAGE WALL TO FACE OF LVL ~ S) CONSTRUCTION
~ ~ ~ SERVICES, INC
DOUBLE 2x WALL WITH CONSTRUCT WALL ~~t p ~ OPl'L FINIS ED ROOM. FULL HEIGNT I ~ a
~ PROVIDE BLOCKING AS INSIDE GARAGE ~ GARAGE ~ W
RE~'D TOP ND BOTTOhI ~ 2 . DR~ ~ r ~ DRAWN BY:
~ N~ NCS
TOP OF BLOCK T~P OF BLOCK - Z FAMILY ROOM ,Z SLOPE FLOOR SLAB T ELE ELEV "D" ISSUED:
` „ „
io PROVIDE 1" AIR ~ ~o O~ , 03/31/07
SPACE BETWEEN p~~ 8 STUD AND BLOCK ° ° PLOTTED:
e (Tl'P} e 8
> > > . 6 ~ _ _T 8
~
M01 MODEL:
JP-5R
E ELEV "D"
SHf SHEET:
SECTION
9 FT FIRST FLOOR
CEILING
A BUILDING SECTION
A8 SCALE: 1 4"=1'-0" A ~ A 8 - D
~
. N V)
C ow ocl~ Q
, C C N ~
( ~ LLJ ~
s fy
Z> > ~ 0 Lij o ~
QL Qww~O~Qm
OPT'L REAR D.V, 1-=-L'J(-)>"a-_
FIREPLACE ~ ~ OWQL-J LO O
IN CONIRACT _ _ _ _ _ . _ _ _ O 6 Z ZUjZQ~D UOn -
' L~ : O( L~Z 0 Z~ O(D 0') ~mw0
- _ ' I- F ~zi-- Nf- ~
~ 2U~ G~~ 5~-O~~ CANTTLEVER JOISTS ~ Z( - - - - - - OVER FpUNDATION , ~ _ = U < U ~ X U ~ O ~
START JOIST w/~PT, REAR D,V, ' ~~~~U=n I-~- OU
LAl'OUT THIS _ - fIREPLACE ~ ~ ~ ~ ~ ~ , 4» CORNER II^ ,I 0.. < u) I--D 0~~ LL Z W Z O Q13- of
- o ~ ~ ~11-1 ` ~ 00=00~ Zwl- UUF-U~D cl~ cn
~ ~ z-zxio N z-zx~o ,
'
I RE' REViSIONS:
1 ~ KR 05/18/2007
JOIS HAN R, GENE GENERAL REViSI0N5
~ TYP.
I ~
~ ~ FRAM~NG NOTES )
2x10 AT 16" OC (14' STOCI<) 1 T 16 OC (16 'TO ) , i 2x4 KNEE WALL UNDER I, " t. END 0~ JOIST BEAM OR GIRDER DER
GREAT RM FLR JSTS ' MUST 6EAR 1 1 2" MIN ON ~ i / ( ) J
' m 2xt s ' WOOD OR METAL AND 3" ON ~ GREAT RM: , NRY J
18' TOCh SLAB ON GRADE MASO
w/0 T. D. . SEE FOUNDATION PLAN , 2' ; F~RE LAC IN DELAWARE COUNTY: ADD 2x ~ 2x
BLKG 24" OC BETWEEN BAND AND D AND
1ST JOIST PARALI.EL TO FNDN WALL, BLKG SHALL BE FASTENED )N ~TENED
I TO FLOOR SHTG OR USE DOllBLE ,UBLE
m m JOISTS AT BAND BOARDS 0
PARALLEL TO FNDN WALLS.
W8 8 5 EL AM ~ 3• USE DBL JOISTS UNDER BRG WALI ~ WALL
PARTITIONS PARALLEL TO JOIST ~ ~ ~ ' SPAN. )IST
~ ALIGN ~ST AT FLI.E 4 x 1/4" L~?_
~ OPN'G - BLK AS REQ'D - - j~ ~ _ , 4~ USE DBL JOISTS UNDER BRG WALL , 22' 5~-11" 24 ~ PARTITIONS PARAtLEL TO JOIST ~ WALL
, ~ _ SPAN. )IST
. ~ - 1 i
5. ; ~ I; ~ COORD JOIST LAYOUT WITH PLBG ~ Q ~ I F I X T U R E S A B O V E A N D B E L O W. PLBG N.
0 2x10 P.T. LEDGER !
I ~ R N TR I KG IN FL CO S SO D BL ~ ~ SEE DETAILS , USE L vsrR
I SHEET A1,1 • UNDER UNDER POSTS AND I . MULTIPLE STUDS
~ x10 AT 16° OC ~ ; ~
2x10 AT 16° OC (14' STOCK) (10' STOCK) ~
~ I GENERAL NOTE: , COORDINATE JOIST LAYOUT WITH ALL
~ i i FASTENER SCHED (2 1 3 "x7 4" ~'i PLUMBING FIXTURES (TYP) i N ran , _ _ _ ALL FASTENERS ARE SIMP50 b d D brand
~ _ , i , ~ _ _ . _ _ _ - - _ I I kL
; - , SINGLE 2X6 LUS26 OR EQUAL ~ DOUBLE 2X6 LUS26-2 OR EQUAL )UAL
TRIPLE 2X6 LUS26-3 OR EQUAL W x18 TEEL EAM DR )UAL DRAWINGS BY:
SINGLE 2X8 LUS28 OR EQUAL 4L NORTHLAWN
DOUBLE 2X8 LUS28-2 OR EQUAL r TRIPLE 2X8 LUS28-3 OR EQUAL ~ )UAL )UAL CONSTRUCTION
c
SINGLE 2X10 LUS210 OR EQUAL DOUBLE 2X10 LUS210-2 OR EQUAL ~UAL SERVICES, INC EQUAL
~ TRIPLE 2X10 LUS210-3 OR EQUAL DBL ~ EQUAL
SINGLE 2X12 LUS212 OR EQUAL p~ !UAL DRAWN BY:
~ DOUBLE 2X12 LUS212-2 OR EQUAL EQUAL EQUAL NCS
m , TRIPLE 2X12 LUS212-3 OR EQUAL ~ Y o P
q o ° ° GARAGE: I ~ N J m N N ~B~ SLAB ON GRADE EL ELEV "D" ISSUED:
0 0 ~ ~ SEE FOUNDATION PLAN ¢ ~ ~ ~ - - ( 03/31/07
20' 7" ' FRAME GARAGE WALLS PL
„ WITH 8 FT STUDS FOR li PLOTTED:
~x10 AT 16" OC BOTH 8 FT AND 9FT CLGS ~ ~ (16' STOCK) 2x10 AT " OC (14' TOC )
_ .
~ ~
_ _ , ~ ~ i ' ALIGN BAND BOARD w/ STUD WALL i I i M( MODEL:
BELOW - PLYWD SHTG AT OUTSIDE ' _ _ FACE OF CONC BLK I
~ i •
~ ' THERN YELLOW PWE 2x1 , , 2 HEM FIR (N) OR #Z SOU X, JP-5R
~ ( i ' ~l ALL SiRUC1URAL WOOD JOISTS AND HEADERS SHALL BE STRESS GRADED, 199'
~i II - - - I, I MOISiURE CONiENT AND COMPLY VA?H THE FOLLOWING MINIMUM STANDARDS
I II JOIST & HEADERS #2 SPF STUDS (STUD GRADE) E ELEV "D"
4'-103~4„t ~ ,=_'1__ - , ~ Fb 1150 PSI REPETITIVE USE 776 ?SI REPETITIVE USE
T Fb 7000 PSI ON-REPETI711E U 675 P51 NON-REPE11TiVE USE MOD OF E 1600000 PSI ~ 1200000 PSI iSE
Pv 145 PSI 135 PSI
Fc 1450 PSI 725 PSI S~ Fc, PERP 405 PSI 425 PSI SHEET:
~fAX JOIST SPANS FOR 40 PSF L.L., L 360
1" 1'-1'• ~PER RCO 2006 TABLE ~16" O C. DOUBLE 18,_~.= R5023.1 (2) FIRST FLOOR
EVERY OTHER JOIST ` FRAMING PLAN
- FULL
BASEMENT
A FIRST FLOOR PLAN - FRAMING PLAN
S2 SCALE: 1/4"=1'-0"
S1-Dfull
2 HEM FIR N OR 2 SOUTHERN YELLOW PINE 2x1
~ r-i v)
OPT 4640 SL OPT 4640 SL ALL S1RUCiURAL WOOD JOISTS AND HEADE~S SHALL BE STFtE55 GRADED,19~ Ow ~ O f-r J
(RELOCAIED) (RELOCAIED) MOISTURE CONTENT AND COMPLY WITH THE FOLL6'MNG MINI~fUM STANDARDS _ , F- w F-
' JOIST & HEADERS #2 SPF STUDS (STUD GRADE) ~ 2-2~10 2-2x10 I "U U ~ ~ <~pLL,
Fb 1750 PSI REPETITIVE USE 776 PSI REPETITIVE USE ~ ~ Fb 10~0 PSI ON-REPETIIIVE U 675 P51 NON-REPETITIVE USE z Zzcy~
, 8'-5~ ' , /2 , 5-6 MOD OF E 1600000 P51 12000Q0 PSI 3 . . . . ~e_'_'_ __.y-.__.. _...__~r . ~ fv 145 PSI 135 P51 a
~ ~ ~ ~ Fc 1450 P51 725 P~I - Qww~O~Qm LL- U>'~=
~ Fc, PERP 405 PSI 425 P51 = 3'-2-X-6---- _ _ 3-_-2-X fi _ F-
I - - - RE ATE SIDE START JOIST MAX JOIST SPANS FOR 44 PSF L.L., L/360 ~ , S~ REF LAYOUT THIS ~i6" O.C. i6'-1"* ~PER RCO 2006 TABLE C cr ~ W O p ~ ~ 0 ~ ztnQ~~UO~-
I I? ~N ~ CORNER, c~s" O.C. DOUBIF 18'-0"t R502.3.1 (2) ~ - EVERY OTHER JOIST ~
; COORD w/ ~ O O 0 0 m Lli 0 ~
' PLBG FIXTUES 2-2x10 OPTL WNDW ~ 1-- z IW- N Q C) i ~ ~ U U (Y U Lij
~ ) Z m- , ~ _ . _ _ _1 ~ C O D :D ~a"~U=0 I- -
~ r ~ ~ i ~ ~ , , _ _ _ . } _ a ~~-l.,JI---W~ OU >-(nV)V)F-~CK :D
i ~ ~ ~ CL ZWZOQdCY 00=0[YZWI-
~ I _ _ , ~ UUF-UdD ft~(n
: i ~ ~ ~ A T JOIST I I ST R 1-4 , 10 -8' EQ
LAYOUTTHIS ~ - . - . - . . - . - . ' ~ ~ REVISIONS:
~ RNER . . R CJ ~ ~ ~ i ~ O , ~ . ' ~ i . . - - . - ~ . . .
, I ~ _ . - . _ . . . . ~ . ~ . _8. . . - ~ . - ' ~ . ~ . . . . ~ . . 2-1 3/4~, x 9 1/4° LVL - X 6 3- 2 X 6 3- 2 X 6 '
3 Z ' ' ..__w. , . ~ ~ _ . . . .T . , . _ . . , . . . ~ . . . . . _ . . . . ~ n ~ _ ( , _ , - . . NI ~ KR 03/31/07 NEW HOUSE
i ~ j i ~ ;
/i ~ , - „ - , L ~ ; =D 2AKR 03/31/07
-i , a x a 13 9 2 ~ , ~ ~ ~ ~ ; , FASTEf~ER SCHED f ~ I,'~ ~ FLUSH IN DECK ~ ~ B~ ~ _ _ i BONUS RM FLOOR-JOISTS
^ , . v~lIIe.T.2'.~aeQ.ExT.- . ~ ALL FASTENERS ARE SIMPSON brand ~ 2x 0 A 16' OC 4 OC ~ , ; V brand
i ~ ' N ~ o. - ~ SINGLE 2X6 LUS26 OR EQUAL JAL 3 KR 05/18/2007
z : . - . . - . - . - DOUBLE 2~6 LUS26-2 C~R EQUAL E ~ ~ , ~ ' ; N TRIPLE 2X6 LUS2B-3 OR EQUAL Q . J . . , . . , . . . I,, ~ . . . . . . . . . _ . EQUAL GENERAL REVISIONS . EQUAL .
~ ~ ~ 'il - ~ . _ _ _ _ . , _ , _ . _ . , - ~ . UAL
m Q I . ; SINGLE 2X8 LUS28 OR EQUAL o ; ~ DOUBLE 2X8 LUS28 2 OR EQUAL EQUAL
~ cn TRIPLE 2X8 LUS28-3 OR EQUAL m - - - . x Io 3 ~ EQllAL .
~ N j~ 2x4 KNEE WALL TO ; Q ~ 51NGLE 2X10 LUS210 OR EQUAL :QUAL
~ I - . _ . - . - - . - . - . ~ R AL I N, ~ SUPPORT MSTR ~ DOUBLE 2X10 LU5210-2 0 EQU R EQUAL R EQUAL
~ F RM "I" JST ~ TRIPLE 2X10 LUS210-3 OR E4UAL ~ B-~ - o ~ - . - , _ , - } _ . - . - . ~ ,
~ J SINGLE 2X12 LUS212 OR EQUAL ~ ~ { GENERAL NOTE: DOUBLE 2X12 LUS212-2 OR EQUAL =QUAL R EQUAL
° AL!GN JOISTS GN COORDINATE JST ~ TRIPLE 2X12 LUS2l2-3 OR EQUAL 4)1 3 4'~ x 9 1/4° ~V FLII H i - - - - R EQUAL
~ „ BOTH SIDES Of LAYGUT w/ ALL ~ , ~ ~ ASI~ NED w~2 ROIti OF 1~4 6 IMPS BEAM ~ 00 ~ ~
~ { P~.BG FIXTUR~~_(TYP) ' W x t. S~REI ATI~ C. ; ~ ~ _ - cv
' ( ~ EXTEND DBL BEAM ~ U ~ ~ ~t~: ~ I-JOI~T MFR NOTES , TO PICK UP JST AT FOR 9 ~ ,TES
" - ~ FLUE - MAINTAIN DBL JST MOVES - - ^ - - - TI C
I ~ FLUE CHASE A K 10" STRU DRAWINGS ARE SCHEMATIC ' ONLY. I-JOIST MFR TO PROVIDE 5 2x4JkCl; B~ 1DE
STAMPED ENGINEERED I-JUIST STUDS BELO~V % ~ _ . 7 ' SHOP
EA EfJD ' ~ ~ iIII _ _ a _ _ _ DRAWINGS TO JOBSITE. SEE SHOP ?3~ 2~ ,II 5'_~" - - - - DRAIPJGS FUR EXACT LAYOUT AND AND
, - ~ ~ ~III -N, CGORD w/ ALL PLBG FIXTURES. o ~;II~ ~ _ _ S.
~ F- 2x1 A 16° C ~ m I. ~ - ~ i~~o ~ -
~o is ~oc ~a' Toc ) . ( a' s ocK 3~I11~ ~ _ ~ 'll o ~n~,
~ - , ~ -w~~lll- ~ ~ ` ' ~II f _ . _ .
~ ~ m ~III' - o III -o. - - - - - - - -
o ~ JII - ~ III 6 x
,i , , N~III ~ w I I ~ III - ,
I ° Q ~ j ~~III' x~ I i III - ~ ~ .
0 ovE -4 FD FD -4 ~o ~ -i~~~! 2 C ~ ~ozsr r X' i ~ ~ , DRAWINGS BY:
?R UMB. i ~ IIII~ /i ~ I ~ ~ -c ' T AT _ _ . . - a i E JS _ NORTHLAWN
i 0 WAL z~_6 ~4~I I' i , . Ep , CONSTRUCTION
~ I _ ~ E t ' ' _ . BE ~ ~ 3 1 3 4 x 1 4 LV FLU H N D t s I~ (4 2x ~ ) ~ ~ SERVICES, INC
l ~ W COL EA AST L ME BER w~ RG S 1' N LS w ~ ~
2 2x6 EN 12' O.C FRO B H D ECT ~NS a ! i ' ~ ~ 2 w ~ ~ ~ ~ ; ~ , , ~
~ ~ ~ ' ; ~ _ , I - 10 16 OC ~ a N ~ , - ' DRAWN BY:
; 2 ~ N , , 1' T CK xt T 16" C. 0' S CK ~ 2 x 1 A T 6" S 2 s A 6' TOC C ) ' . ~ ) t ) ~ l ' - ~ NCS
- - - I ' ' 3 - - - , ' E
° ~ -2xto (F~usH) I ' FRAMING NOTES: z; ELEV "D" iSSUED:
3 ~ - ~ ~i - ; ; , 03/31 /07
~ r JOIST P ~ i , f i END OF JOIST BEAM OR GIRDER MUST BEAR 1 F d ~ ~ HANGER , PLOTTED:
O; Typ, I, ; 1/2" (MIN) ON WOOD OR METAL AND 3" ON ~ ~ J J
' ; i MASONRY cp ~ ~ p] Cpi i _ _ - - _ _ - ~
N ' - - - - - n O' ~ i ~i IN DELAWARE COUNTY: ; I; (3) 1-3/4 x18 DROPPED LVL
N~ , w/(4)-2x4 JACK STUDS EACH END 2 ~ ADD 2 X__ BLOCKING 24" 0/C BETWEEN THE ~ TRUSS S N+ I BAND AND FIRST JOIST WHICH IS PARALLEL TO E 0
' x10 AT 1" 0 AND (2)-KING STUDS GLUED & NAILED THE FOUNDATION WALL. BLOCKING SHALL BE I ; B E A R N F A S T E N L V L M E M B E R S w/ 4 R O W S S I M P 5 0 N ; ~
K ! I ~ ADEQUATELY FASiENED TO THE FLOOR SHEATHING j (1 ST ) WALL ~ 4" DIA. x 4-1 2" LONG SDS SCREWS w ~ AN BOARDS THAT HING MODEL: AT
( BELOW ~ ~ ~ ~ OR USE DOUBLE JOISTS AT B D < I ~ _ BOTH DIRECTIONS Q „ I I ARE PARALLEL TO FOUNDATION WALLS
I _ ~ I , , ; ~ ; ~ - LOWER LEVEL o ~ . JP-5R
, - CLOSET i I I USE DOUBLE JOISTS UNDER BEARING WALL ~ 2-2x10 (FULL WIDTH /lRAISE DECK N ~ ~ , PARTITIONS PARALLEL TO JDIST SPAN. J
I ` ~ . i. _ . - . - - OF FOYER) \ ~ w KNEE WALL GARAGE: 3 I I - I l A PLUMBING IG
~ A L I G N B A N D B O A R D w S T U D W A L L C O O R D I N A T E J O I S T l A Y O U T W I T H L L , I SLAB ON GRADE w ~ ~ A N B E L O W.
BELOW - PLYWD SHTG AT OUTSIDE ; ~ SEE FOUNDATION PLAN Q FIXTURES ABOVE D • - ti+ FACE OF CONC BLK ! Q ~ TI N ELEV "D" ~
i ~ ; I USE SOLID BLOCKING IN fL00R CONSTRUC 0 ~ ~ I I UNDER ALL POSTS AND MULTIPLE STUDS
~ - ~ ~ 2 1-3 4 x ~ ' i 2-2x8 9-1/4 LVL ~ „ o j '
2-2x12 w 1 2 PLYWD CENTER II w I A POINT LOADS TO BE BLOCKED SOLID 2x8 ROOF JST H A R I I-, ~ LL DROPPED E DE 2 2x4 JACK STUDS AT EACH END Q ~ ~ TO FINAL SUPPORT MEMBER OR FOUNDATION
2x~ CLG JST ' ~ ) ' ~ w/ 2-2x4 ' BRICK: (2) 1 3~4"x16" LVL w~ 5°x3-1~2"x5~16" STL LINTEI~ ~ , SHEET:
COLS EA END. _ . _ . _ , _ . _ . - . - . ~ ~ USE DOUBLE JACK STUD ON EA. SIDE OF BOLTED BRICK ' _ _ _ _ - - - fASTEN TO HEADER WITH 1/4" DIA. x 3-1/2" SDS SCREWS AT 16" O.C. OPENINGS U.N.O.
SUPPORT ANGLE. SECOND FLOOR '
FRAMING PLAN
A SECOND FLOOR PLAN - FRAMING PLAN
S2 SCALE: 1 /4"=1'-0" S2-D
. (!j
18'-2" r ~ ~ , . _ , 2'-11" 6'-2„ 6~_2°~ 2'-11" ~ 9 LL]
~ _ _ _ . ~ . _ __k - - _ _ _y 0 N
f ~ OPT. 2~ REAR MASIER I ~,I ~:i i ; BEDR M EXiENSION H w ~
- ' .r. ~ , , - CONTRACT ( ~ ~ ~i '~I ~ i ~ ~ ~ (Y
~ ~ w OPT. 2' MASTER • Z~ i W F ~ . _ ~ .r ; ~ - _ - ~ ~ , , , _ - - - ~ ~ BEDROOM EXT. Q ~ ~ ~z~QO~
, ; ~ - ' SHADED AREA AT PERIMETER DENOTES ICE-GUARD_ TR U SS M FR N O _ i - - - - - - ( -S ~ww0o~d~o =U ~.(.)zJ~
~ ~ 2 _ - I->~~ p
' ~ ~ - T - - - ~ - - - - - ~ STRU DRAWINGS ARE SCHEMATIC ~ ~ 12° O.H: 12" O.H i - - ONIY. TRUSS MFR TO PROVIDE p~ , O wp w -p ~ of
T T - ` ~ STAMPED ENGINEERED TRUSS ~ Z~ F. S~ I1 ~I II fl II , fl II I(-- 2X 2 x 2 2 Z(j) ZQX:D VOn'
or; cr - - _ DRAWINGS AT JOBSITE. o>-~z~
Glm _ U _ ~P 2 _ EX O c ~ A L L T R U S S E S S H A L L 8 E G E S I G N E D B Y ~ ED BY 0.~z~~N~0 ~ w
~ , T H E M A N U F A C T U R E R. T H E T R U S S I-~ i MANUFACTURER SHALL- SPECI~Y THE ~ ' THE ~0D~ cr-,F-w F- wF-- OU
i j = FOLLaWING: i I o ~t
1 , ~ ~ ~ - - - - ~ E~ ~ oC - - 12 51/2" R REMENTS. ( 51 i~ , TR SSES T 24" oc ~ 1. BEARING E~UI Q >-cncl) cn ~--D D cLZwzOQ~er
~2 j2 A MEMBERS - - 2. HANGERS FOR LL p ~ SUPFORTED BY ~RUSS PRODUCT. U ~ oo=ocr-zwF-- JCT. UUi--Ua..:D af cn
1~" O.H. ' 3. CONNECTORS.
4. MULTIPLE TRUSS NAILING OR ~ d~ ~ ~ ~ ~ - ~
F. i ' i ~ 3 2x~ 3 ~ ; , , , _ _ _ ; _ _ BOLTING REQUIREMEN S RE ' !,i / i / , _ 2x , . / % ~ t ; ~ ~ ~ ; ~ / - / - ~ 5. BRIDGING SIZE; LOCATION, AND . Ip REVISfONS:
, ' ~ ; / / ; / ~ / NAIUNG RE~UIREMENTS. ~ , , ~ , j ~ 1 KR 03/31/07
~ ~ / ~ i ~ : i % NEw i , ; ~ ~ / NEW HOUSE
i ~ ~ i / ~ ~ i , ~ \
~ ~ ' 1- - - - J - VALLEY RUSSES - 1- " - I ~ w/~PT. MBR EX . ~ 2 KR Q4/23/07
` BON P~ WooD ~ DLE i FRAMING NOTES ~ BONUS ROOM TRUSS L ~
w/ PT, REA D,V. FiRE acE 1. END OF JOIST BEAM OR GIRDER ~ DER 3 KR 05/18/2007
_ _ _ _ OPE 81 MIN, i C , MUST BEAR 1 1/2" '~MIN) ON cEN N GENERAL REVISIONS
- ; WOOD OR METAL AND 3° ON ~
. MASONRY ~ ~ _ _ 2. ~ KR 05/18/2007
~ GEN IN DELAWARE COUNTY; ADQ 2x p 2X GENERAL REVISIONS
= BLKG 2h" OC BETWEEN BAND AND , !D AND
' p ~ 1ST JOIST PARALLEL T0 DN >TENED
~ ~ ~ N WALL BLKG SHALL BE FASTENED B ~ I TD FLUOR SHTG OR USE DOU8LE )U8LE
f ' Ol TS AT BAND BOARDS OPT. 6' ~ $ ~
B~ EAT RO PARALLEL TO FNDN WALLS. I ~ TENSION i
~ - - - --I 3. - USE DBL JOISTS UNDER BRG WALL ~ WALL
PARTITIONS PARALLEL TO JOIST ~ _ - _ ~ . SPAN. OIST
- G
A D , 4. A F USE DBL JOISTS UNDER BRG W LL G WALL
_ _ _ _ : _ _ ~ E RA EL TO JOIST , PARTITIONS PA . - I i _ , ; _ _ _ ~ ~ SPAN. - , ~ I OIST
~ ~ . ~ ~ I i
F LINE ?PT,I ~ I 5• IMTH PLBG Ro I ' COORD JOIST LAYOUT ' 6' REAT P, M E;tTE IDN - _ _ \ ' ~ FIXTURES ABOVE AND BELOW. PLBG W.
: i i x
I , ; I ' - USE SOLID BLKG IN FLR CONSTR , ~ ! ~ I , ' - 6• UNDER UNDER POSTS AND ~NSTR
c~ I , - ~ ~ ~ MULTIPLE STUDS
_ _ i - _ ~ ~ ~ - ~ . O 1 3/4` 7-1/4' l L 0
i I i . URR-DU F~CE,: R TTOM FL SH 1JITH ~ . - . _ _ .
~ 'i ~ F WALL S REQ'D R~ OF TRUS ES, FAS N iD ~ ~E ELE TI[1NS w 3 ROWS F 16d P ILS I =D
_ ~ ~z- o,~ TEN ER SCH ED ; FAS o ~ ~ ~ ~ ~ ~ ~ brand
~ 1 ` ' i, ' - - - - - - - - - ALL FASTENERS ARE SIMPSON brand i ~ I ~ ~ I AL
`4 . ; i ~ ~ ~ - ' I! ~ ~ i ~ ~ SINGLE 2X6 LUS26 OR EQUAL , - , _ - ~ - - - - - _ - _ - _ _ _ _ - - _ ~ ! DOUBLE 2X6 LUS26-2 OR - ~ _ _ ~ :QUAL
, TRIPLE 2X6 LUS26-3 OR EQUAL pf :QUAL pRAWINGS BY:
I P W~~D S DLE ~ ' ~oPE a,l MIN , SINGLE 2X8 LUS28 OR EQUAL I
~ DOUBLE 2X8 LUS28-2 0 - , - OF~ DRDOMT WALL , , :QUAL NORTHLAWN :QUAL CONSTRUCTION
' - V LLEY c"v TRIPLE 2X8 LUS28-3 OR ~ I .
T USSES R E UAL _ = N SINGLE 2X10 LUS210 0 0 ~I A 24" C. DOUBLE 2X10 LUS210-2 OR EQUAL DUAL SERVICES, INC EQUAL
srEP nowN ~ TRIPLE 2X10 LUS210-3 OR EQUAL TRUSSES AT H EQUAL
a• o, , rvP, 2x RAFT R 2 c, ~ WAL pRAWN BY:
_ ~ - ~VERL Y ; TR s SINGLE 2X12 LUS212 OR EQUAL pl I. = - = 4 Ha ER, DOUBLE 2Xt2 LUS212-2 OR EQUAL Tv TRIPLE 2X12 LUS212-3 OR EQUAL EQUAL ' EQUAL NCS
i ~ j i i - ~ ' (2) 1-3 "x9 1/4" LVL
- - ! eo oM ~u w/ROOF ~ussES _ 2x6 RAFTER E~ ELEV "D" ISSUED:
OVERLAY FASIEN w/2 ROW 16d NAILS AT 12" 0. SIGN VALUES USED DE TR SED 03/31 /07
USS . HANGER (2) 1 3/4'x9 1/4 LVL ~
DR~PPED HEADER - _ _ - TYP, i ~ PI Wiz-2xa ~acK sru~s - i CEILING JOISTS (L~240) PLOTTED:
_ ~ EACH END - - - - )UT
TRUSSE SET - UNINHABITABLE ATTICS WITHOUT _ _ - _ = K ON FUR ED GARAGE WALL u STORAGE
. SEE TR SS PROFILES ° - LIVE LOAD = 10 PSF
~ ~ ' 2 g - VALUES PER RCO 2006 M , ~ ~ ~ GIRD R TRU 1 PLYWOOD cv SPECIES/ ~
' CRICKET SIZE SPACING MAX M ~ _ - . MAX* MODEL:
RE 'D. GRADE ° -1xb AS Q ~ Q 12" .H. gYP ~ 2x4 24 9-10 9'-10"
~ _ 16 H. I ' , W 2x6 24 15'-g~, ~ , N SYP 2 , „ 15,-6"
~ v~ HF 2 2x4 24 9-2 I ~ , J P- 5 R
~ HF 2 2x6 24 14 -5 12 0. . ~y ~ i
~I + _ L / _ . ~ RAFTER SPANS (L, 180) IV 2x8 B X BEA p
- -2x ' - . . o - ROOF IIVE LOAD = 20 PSF I I ELEV "D"
~ - CEIUNG NOT ATTACHED TO RAFTERS 2x RAFTERS AT i I ~cv 2AFTERS
BAY ROOF - SEE ~2 ~.H. ~ ~ - VALUES PER RCO 2006 ~
WALL SECTIONS , _ _ . 2- x6,.c . sPEaES/ SPACING MAX~
GRADE SIZE S MAX* SHEET:
„ 6" O.H. ~N , 11 »y4 SYP 2 2x6 24 12 -3 AT 2~ oc y4 ~ 2x6 PORCN RAFTERS 12'-3"
SYP 2 2x8 24 15'-10 2x4 JOISTS AT PORCH CLG 15'-10 Tl-7_~» ROOF FRAMING
HF 2 2x6 24 11'-7"
HF 2 2x8 24 14'-g" 14'-8" PLAN
- SPACING = JOIST SPACING ~N ` CENTER IN INCHES JN
BLES
A ROOF FRAMING PLAN - MAX* = MAX. SPAN PER TABLES „ , „ ao2.4(~), so2.4(2), ao2.5(~)
S3 SCALE: 1/4 =1 -0 AND 802.5(2) S3- D
, ~i ~
oi oi o w o~ ¢
N' J ' N ~ F- W ~
12 U
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\ ~ =U 12 ~ ATTIC TRUSS 00 ~ ~ ~ ~1-0 D D 2 ~a~U=C]1-
~ F R OAD DE IGN: ~ i w 11-3/4 ~ L00 L S , ~ N cy I- WF-w~Oo
a ~ ~ TAIL 40 PSF LIVE LOAD ~1-3/4 p. z i ~ 10 PSF DEAD LOAD TAIL O O 0LZ~Z0Qt1.()f 00=O~ZWI-
\ ~ UUI UUI-UO..~~(n
~
REVI' : , 1 REViSIONS:
~4 Al KR 03/31/07
12 . 2'-8" 14 -7' 2'-8 ~ NEw Hc NEW HOUSE`
: _ _ 19'-11" 2 12' 0" 25 8 2 KR 04/23/07 80NUS ROUM TRUSS L
TR H ACK 1 2° fOR SHEATHWG eoNUs USS ELD B / ~ t-t!4 38'-0"
TAIL AR FRONT r~E 3 3 KR 05/18/2007
GENERP GENERAL REVISIONS
K ~ 12
` , 12 10 . _ 8 '
^`a 1
B
~ ~ . i
W ° ~ o0
- g = \ ~ ATTIC TRUSS o FLOOR LOAD DESIGN:
~c° 40 PSF LIVE LOAD \ I
~ 10 PSF DEAD LOAD
/ , ~
i
' MOVE TAIL~ RE TAIL TRUSSES TO SET ON FURRED
~4 AT GIRDER TRUSS GARAGE WALL PER PLAN
2'-4~>, 14'-7" 2>_$,. 2
19'-7~2~, 11-1 ~4" 25'-6,~
12'-p" TAIL _ TRUSS HELD BACK 1/2" FOR SHEATHING
38'-0"
DRA' T. 3 CAR FRONT REAR FRONT DRAWINGS BY:
6 RAGE NO NORTHLAWN
~ CONTRACT C~ 0 T.A ' SI I SEI CONSTRUCTION
SERVICES, INC
? i ON ACT ~
~2
8 12 10 DRA' DRAWN BY:
12 8 ~ ~ NC NCS
6~
Z OPT 6' GREAT ELE4 ~ 2 RO iE~ ' N ELEV "D" ISSUED:
~ ~ ~ F T 3~2„ 14'-7" 3 2' 03 03/31 /07
~ 8 i PLO~ PLOTTED:
N ~0 ~
~ r
11-1 4" ~ 1° 11-3/4" w/OPT. I ~ 19-~~2 TAIL B1 , I TAIL 6 GREAT ~ ~ .
FRONT ROOM EXTENSION
REAR TRUSS HELD BACK 1/2" FOR SHEATHING L1NE OF BONUS ROOM FLOOR MOD MODEL:
J W ~ JP - 5R
W 2
~cD ~
d~
E~ ELEV "D"
u Q4 REMOVE TAILS 1~-~ 4 w TAIL W = 12 AT GIRDER TRUSS
OPT. 2' MASTER SHE ~ B OOM EXTENSION SHEET:
IN CONIRACT RI ROOF FRAMING
~ ~'_p" 31'-6„ . 11-1/4° - PLAN
TAIL 44'-0"
• REAR FRONT
- , 20'-0„ A TRUSS PROFILES >>-~/4"
S4 A: 1 4"=1'-0" TAIL SC LE /
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I O ~ oo=ocifzwF--. UUI--U~~O'N
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~ RE - 12 REVISIONS:
. 8 • ~ KR OS/18/2007
, „ 11-1/4" c~r . 13 -8 TAIL GENERAL REVISIONS
79 FRONT 12
Z, F -
4" 1,, -1 16'-11 3~2 ~
- - 3-POINT BEARING TAIL 30'-7~~"
- - - - ~ Z
REAR FRONT $ J
W W
_ I
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a ~
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4" 13'-1" ~2
_ ~ ~ - ' 8 j' / 11-1/4" _
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% $ i REAR FRGNT -
D /
~ 3-POINT BEARING j' ~2
$ REMOVE TAIL AND
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3-1 2" w/OPT. M6R EXl' / ~ ~ ~ ~ ~ ~
O " - ~ 6 ~ 12 a 12 ~
~ 8
~ m
Q2.» _ _ 3~/" E DF ~2 5 10 1 11 2 DRAWINGS BY:
~ ~ NORTHLAWN
4" 13'-1" 17'-2~2" 8-0~2" ~ ~ ~ ~ /4" - ~ i CONSTRUCTION
TAIL „ ~ ! 38'-8" (38'-4 1/2 w/OPT. MBR EXT.) SERVICES, INC
_ . _ -
REAR ~ FRONT
REMOVE TAIL AND REDUCE TRUSS LENGTH DF DRAWN BY:
3-1/2" w/OPT. ~1BR ExT.
~ NCS
EL ELEV "D" 1SSUED:
Q2.~s 12 I 03/31 /07
~ 12 4" 13'-1" 16'-11° Pl PLOTTED:
~ g ' 12 11-1/4"
TAIL ° g 30'-4" (30-1/2" w/OPT. MBR EXT.)
~ REAR
3-POINT BEARING
M~ ~ 8 MODEL:
w RE~10VE TAIL AND W
REDUCE TRUSS LENGTH 3-1/2' w/OPT. ~16R EXT. ~ ~2 ~N
~ ~ JP-5R
- ~ - O ~
~ H ~
a ~ N ~N E w ELEU "D"
m = N ~-~2.79 ~ , 3 I
30'-5 ' 7'-10 " ~ i 12 ~4 ~4 \ _
4,-~-~----------~--- 13'-1°~---------- 25'-3" ~ ,
13'-t0y2 7-9 SF 1-1/4" - 11-1/4° SHEET:
TAIL , „ , „ TAIL TAIL FRONT 38 -8 (38 -4 1/2 w/OPT. MBR EXT.) ROOF FRAMING
PLAN
REAR FRONT
A TRUSS PROFILES
S4 SCALE: 1 4"=1'-0" ~
~ . - S5-D
RECPLOCATION I I w/OPT. fIREPLACE r - - - - - ~ . ow ~ Q. o?
~ ~ ~ ~ F-- LLJ
I ~ ~ ~ ~ -v ~ U :D ~ ~
J L f - ~l ~ ~ PROVIDE WP GFI
I I J w/OPT. GREAT ~ . . _ , I A C IN-USE ROOM Q Z z cy ~ O ~
~ ~ ~ / . J H B PAD RCP EXTENSION = QVjt!)Q0..~V)~'_ J w W~ O Q m
~ ( L - J cF~ i-=->F-=-wv>-Q= 0
~ ~ . _ _ o I ~ z Cif ow~Wo1.-~
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FIXTURE ~ I ~ I ~ z ~ ~ c~ ~ ~ ~ ~ ~ ~ ~ ~
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~ ~ ~ - cFi ~ ~ ~ ~ ~ ~ ~ ~
~ ~ o I U " 2Z W Z O Q~0- 00=O~ZWt- L UC~I-U0- ry (n
- , ~
~ ~
~ ! ~ RE _ I REVISIONS:
~ ~ s ~ N ~i 1 Le o,/osjoa
~ I DE( N I f . • DEC WALKTHRU COMMENTS
\ ~ I ~
( ~ I 2 I ~ AD 2 CSE 04/04/06
_ ~ I is~ ~ ~ ApDEQ OUTLET AT ISLAND FOR OPT
DINETTE GREAT RM I , ~E DELUXE KITCHEN
I ~ 3 ~ I ~
` / 3 6~-e~ L I ~ ~ . c ~ i - ce~ 3 KR 05/18/2007
L OF DOOR ~ / L_ I ~ GENERAL REVISIONS
~ ~ y FAMILY RM I
s~-~1z„ _ ~ ~ ~ Nor~:
~t OF ISLAND ~ ~ ~ ~ ~ I DRAWING IS SCHEMATIC ONLY. INSTALL ALL ~ ~ I ~ ALL
~ DEVICES ACCORDING TO GOVERNING ~OCAL ~L GNS.
I Aoo ouT~Er w~ ~ AND STATE CODES. L,AWS, AND REGULATIGNS. ------------F----------- ~ / ~ pPT. DELUXE / ~ / _
hiTCHEN a^,~r / / ( ALL SMOKE DET~CTORS TO BE INTER : ~ ~ _
I ~ CONNECTED AND HARD WIRED (W/BATTERY . i i ui ~ ~ / ` i I BACK-UP) TO ELECTRICAL PANEL AS PER RY R
~ ~ r ~ APPLICABLE CODES. u ~ - ~ /
28~~~-~ u f 1~I - - - - - - - - - - ~ ~
` L~' ' I 1 I ' I - 3 ~ - I I I I I I I I, II
I ~ I ~ _ ~ I~I I I I I I I ~ ~
~ ~ I ~ ~ I I I I I I I~I ~ ~ i
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I ~ ~ I ~ ~M~
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Ro~ H,u ~ i !<:ITCHEN ~ ~ ~ ~ I l 1 ~ z~ ~ ~ ? ~ A' IpW s ALL SC CH ~ ~ I I ~
L___J c~ p_ I w I~ N WAL A B ( OF L I~.' R I ~
RC GH : ~ ~ ~ / ~ \ L IN I I I SM ~ ~
~ ~ ~ ~ I 0'L IC K R ROU ~ a 2 BTH F
IN GFI I I ~ w VENT TO IN CONTRACT _ JL = _ ~I _ I I - ~ ~ ~ 60
_ _ EXIERIOR (SIDE ,~o p~ ~ ~ / / OF GARAGE) DRAWINGS BY:
I ~ ~ ~ ~Q~ ~ / ~ 4 . NORTHLAWN
CONSTRUCTION
~ ~ o ~ ~ / ~ FAN ~ SERVICES, INC
/ \ ~ / ~ \
i ----L--
~ ~ ~ ~ ~ 'i DRAWN BY:
~ i ~ i% i ~ o~ ~ ~ i i ~ .
I I ENTRY ~ I ~ ~~-i ~ NCS
i i , / EL ELEV "D" ISSUED:
I I I~~ I I , \ ( ~ TO ENTRY 3 I `c-------------- " ~ DINING RM ~ ~ LIGHT ABV ( LAUNDRY oP ' SERV DOOR AND ~ 03/31/07
~ L =J ~ L ~ ~ / ~ ~ PL PLOTTED:
/ ~ CON ACT H.B. \ / I I OPT' OR
\ / 2ao ° I ` -
\ ~ _ J ~ ~ - - - - - - - - - OPT' COAC LIGHT
ROU H I
YER . ~ ~
\ ~ ~ ENr M( MODEL:
_ ~ \ LOCATE RECP
~ \ UNDER LIGHT ~ FIXTURE \
\ JP-5R
\ \
~ ` E ~ ELEV "D"
~ ,
, , ,
- ~ ,
s~- ~ ~ SHEET:
FIRST FLOOR
EL ELECTRICAL PLAN
A FIRST FLOOR PLAN - ELECTRICAL PLAN
ME1 SCALE: 1 4"=1'-0" - r ~
ME1-D
- - - _ - . _ _ _ . _ - - _ . _ _ _ _ _ _ _ . . _ -
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FIPJ DIM I o ~ , , REVI , ~ I m I REVISIONS:
; ~ ~ ~ ~ I I°
~ , 25 ~ ( I ~ ~ I ~ ~ I ~ _ ~ ~ - (~J DELETE Al Lg 12/08/03 DELE7E 2nd PANTRY
f 1 1 ~ ~ ~ ~~I ~ ~ j C~ OPTION I ~ - ~ ~ OPTION; ADD ELEV "J"
~---J-- N~TE A NOTE AT KIT OPTIONS
~ ~ ~ ~ I°I ~ 2 2 LB o,/os/oa
s, ~ I m z K,: I ~ I ~ / . 2/Kt: DELETE ALL OPTs
~ I 1 ~_J o
m I I 3 3 Lg O5/13/04
~ - - - .J Rews~ ~ CAB LA REVISE KIT & MSTR BA1N CAB LAYOUT
~ - I 0
co 4 ii ) z A 4 hR 05/18/2007
~ ~ ~ GENERI GENERAL REVISIONS
~ SINK
CUT OUT . i.~
~ ~ ~
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---1-----==-~
~ - - ^ BACKSPLASH
8'-7 1 2" 66'~ , a~ ~ DR DRAWINGS BY:
FIN DIM NO NORTHLAWN
CO CONSTRUCTION SERVICES, INC
~ KITCHEN - STND LAYOUT 2 KITCHEN - STND LAYOUT ~OPTION DELETED~ SEI
K1 : 1"=1'- " ~ ~ K1 SCALE: 1~2"=1'-0" SCALE /2 0 /
DRA'
DRAWN BY:
F1 NC NCS
49" ELE~ ELEV "D" ISSUED:
03 03/31/07
25 24 . PLO PLOTTED:
~
Y~ = VB 42 VB 42
„ zo wQ N MOD 22 ~ N MODEL:
~ BACKSPLASH
~U ~ SIDE -
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N d ZO ZO
~ N v~ t!l ~ c~ ~ ~ Q VB48 ~ ~ ~ ~ ~
- 1_ SINK ~ ~ o Q iv ~v EL ELEV "D"
~ r~ ~ CUT OUT ~ ~ p
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0 0 86 - - SHEf SHEET:
~
KI STANDARD KITCHEN AND
BA BATH LAYOUTS
3 FIRST FLOOR FiALF BATH - STPJD LAYOUT 4 SECOND FLOOR HALL BATH - STND LAYOUT 5 SECOND FLOOR MASTER BATH - STND LAYOUT
~ " K1 : 1"=1'- " K1 SCALE: 1 2"=1'-0" T H~1 SCALE. 1 2 1 0 SCALE /2 0 / ~
K1
~ w
~ o a o
SUMMARY ~ CODE 37. RCO R807 - AN ACCESSIBLE ATTIC ACCESS FRAMED ~ _D U r> c°v °oZo .
OPENING NOT LESS THAN 22"x30" SHALL BE PROVIDED TO DED TO ~ o ~ ZWO=
- .6 - SKYLIGHTS AND SLOPED GLAZING SHALL 18. RCO R315,1 - WALL AND CEIUNG FINISHES SHALL HAVE A ANY ATTIC AREA GREATER THAN 30 SF HAVING A CLEAR I A. THE ~O~b RESIGENTIAL CODE OF OHIO. SUMMARY LISTED 6. RCO R308 AME-SPREAD CLASSIFICATION OF NOT GREATER THAN CLEAR w cy- ap W w~°a ~
NT THE ~~ODE IN ITS ENTIRETY, COMPLY WITH SECTIONS R308.6.1 THROUGH R308.6.9. ROOF F~ HEIGHT OF OVER 30". ~ BELOIN DOES NOT REPPE~E 200, EXCEPT AS PROVIDED FOR IN THIS SECTION OF THE N 00 S°E N Z J r~ I wU°~Ln
NGR DOES IT INTEND TO LIMIT CGMPLIAf~CE TO ONLY THE CURBS SHALL EXTEND AT LEAST 4" ABOVE THE P~ANE OF AT LEAS ~ z Z~<~
~ ~ r.Tl NS MAY HAVE BEEN THE ROOF UNLESS NOTED OTHERWISE. CODE. 38, RCO R905 - AN ICE BARRIER THAT CONSISTS OF AT LEAS SECTIONS LI~TED. ~OME ~E~ 0 RCO R315.2 - WALL AND CEILING FINISHES SHALL HAVE A F i OR OF U< o~ Fo>>
SUMMARIZED FOR BREVITY. 19• 2 LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR 0 7. RCO R310.1 - EVERY SLEEPING ROOM SHALL HAVE AT SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450. A SELF-ADHERING POL`r'MER MODIFIED 61TUMEN SHEET _ET ~ j~ox 3U W~
MMARY IS TO HIGHLIGHT SOME LEAST ONE OPENABLE WINDOW OR EXTERIOR DOGR. THE 20. RCO R316 - INSULATION AND FACINGS EXPOSED IN ATTIC, SHALI. BE USED IN LIEU OF NORMAL UNDERLAYMENT AND THE WTENT OF THIS SU 'T AND Z Q Za'~
SECTIGNS GF THE CODE AS TNEY RELATE TO RESIDENTIAL UNIT MUST BE OPERABLE WITHOUT THE USE OF A KEY, DWELLING UNIT OR CRAWL SPACES SHALL HAVE A FLAME EXTEND FROM THE EAVE'S EDGE TO A PO~NT AT LEAST 24 =AST 24 z m vi °~~o
B' TOOL OR SPECIAL KNOWLE~GE. EGRESS WINDOWS SHALL PR AD INDEX NOT TO EXCEEQ 25 AND SMOKE DEVELOPED IN ~ THE BUILDING. S E INCHES INSIDE THE EXTERIOR WALL L E 0 CGNSTRUCIION. . 44" ABOVE THE HAVE A SILL HEIGHT OF NOT MORE THAN INDEX NOT TO EXCEED 450. JILDING. O o m o < u-) aa ~ j p
1M OF z~ J r ~~"o
ALL CuNSTRUCTiON CONTAINED HEREIN SHALL COMPLY WITH FLOOR. _ 3g. RCO R1001.6 - CHIMNEYS SHALL EXTEND A MINIMUM OF ~ { 2~. RCO R318.1 IN ALL FRAMED WALLS, FLOORS AND " HI H R THAN ANY PORTION OF THE BUILDING WITHIN C. ALL APFLICABLE CODES, WCLUDIN~, RE~~IREMENTS GF ~ CEILINGS NOT VENTILATED TO ALLOW MOISTURE TO EXCAPE, 2 0 G E ; WITHIN ~ Q 0 1 zo~~ W U 00 ~ z v
r ~ISGIC,TIONS. REFER TO THE LATEST ADOPTED EGRESS WINDOWS SHALL HAVE A MINIMUM NET ~LEAR > 10'-0", BUT SHALL NOT 8E LESS THAN 3'-0" ABOVE THE LO ~AL JU ~VE THE a o 00 °V)m=
OPENING OF 5J SQUARE FEET. GRADE FLOOR AN APPROVED VAPOR RETAHDER SHALL BE INSTALLED ON ~ VERSIGN OF ALL CODES. THE WARM-IN-WINTER SIDE OF THE THERMAL INSULATION. POINT WHERE THE CHIMNEY PA,,SES THROUGH THE ROOF, ROOF. ; J~a CY N F, avW
OPENINGS SHALL HAVE CLEAR OPENINGS OF 5.0 S.F. 40. RCO R1003.2 - FOOTINGS AND FOUNDATiONS FOR O (n Z
EACH COPJSTRUCTION TRADE IS RESPONSIELE FOR THE „ AR OPENING HEIGHT SHALL BE 24 . MASONRY FIREPLACES AND THEIR CHIMNEYS SHALL ~a
D. DETAILED APPLICATI4N OF THE COGE AS IT RELATES TO ITS 2, MItJIMUM NET CLE R 1 - ALL TREATED LUMBER SUBJECT TO DECAY OR COMPLY WITH THE PROVISIONS OF THIS SECTION. SPECiFIC TRADE. 22. RCO 3 9
P NING WtDTH SHALL 6E 20" DAMAGE SHALL COMPLY WITH THE PROVISIONS OF THIS (SEE DRAWINGS FOR FIREPLACE DIMENSIONS,) 3. MINIMUM NET CLEAR 0 E
FOR ALL iNSULATION p,P~D INSULATIGN "R-VALUES" AND SECTION. I REVISIONS:
. ~ r F RM 23. RCO R320 - TERMITE DAMAGE SHALL BE CONTROLLED BY RCO R1005 - ALt FIREPLACES SHALL BE EQUIPPED WITH E "U-VALUES", SEE MODEL ENERG f C ~DE G ~MPLIANCE 0 41. ) WITH
AND CHECKLIST PER ORC MODEL ENERGY CnDE. g, RCO R310.2 - THE MINIMUM HORIZONTAL AREA OF THE TERMITE PROTECTION SPECIALISTS AND SHALL COMPLY WITH AN EXTERIOR AIR SUPPLY COMPLYING WITH THE
WINDOW WELL SHALL BE 9 SQUARE FEET, WITH A MINIMUM THE PROVISIONS OF THIS SECTION. PROVISIONS OF THIS SECTIQN. (SEE FIREPLACE DETAIL :TAIL
HORIZONTAL PROJECTION AND WIDTH OF 36". THE AREA OF SHEETS. - TH FINISH GRADE AWAY FROM FOUNDATION ~ THE WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE 24. RCO R401.3 E
WALLS SNALL FALL A MINIMUM OF 6" WITHIN THE FIRST 42, RCO R1801 - DRYER EXHAUST SYSTEMS SHALL BE VENTED VENTED
1. RCO TABLE R301.2(1) - ROOF SNOW LOAGS SHALL BE AND RESCUE OPENING TO BE FULLY OPENED. 10'-D". DIRECTLY TO THE OUTSIDE AND COMPLY WITH ALL THE DE5IGNED AS 24 PSF. TH E
9, RCO R310.2.1 - WINDOW WELLS WITH A VERTICAL DEPTH PROVISIONS OF THIS SECTION.
GREATER THAN 44" SHALL BE EQUIPPED WITH A 25. RCO R403.1.2 - ALL EXTERIOR FOOTINGS AND FOUNDATION 2. RCO R303.3 - BATHROOMS, WATER CLOSET COMPARTMENTS RMAMENTLY FIXED LADDER OR STEPS USABLE WITH THE SYSTEMS SHALL EXTEND 32° OR 36" BELOW THE FROST
AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AN PE 43. ALL PLUMBING WORK WILL COMPLY WITH OHIO PLUMBING WINDOW IN A FULLY OPENED POSITION. LADDERS OR RUNGS LINE. (SEE DETAIL SHEETS FOR ENGINEERING ON FOOTING CODE. A81NG
AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN , SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12'> SHALL DESIGN AND REQUIRED DEPTH DEPENDING ON GEOGRAPHICAL
3 SF, GNE-HALF C~F WHICH MU5T BE OPENA~LE. THE )MPLY
WH R ARTIFICIAL PROJECT AT LEAST 3" FROM THE WALL AND SHALL 8E AREA.) 44. NFPA 70. 210-8 - ALL ELECTRICAL WORK WILL COMPLY GLAZED AREAS SHALL NOT BE REQUI~ED E E Y TEM ARE SPACED NOT MORE THAN 18" OC VERT. FOR THE FULL WITH THE NATIONAL ELECTRIC CODE. PROVIDE GROUND LlGHT ANL~ A MECHAP~ICAL VENTILATION S S )UND
~ HEIGHT OF THE WINDOW WELL 26. RCO R404.1.2 & RCO R404.4.6 -.~ONCRETE FOUNDATION FAULT INTERRUPT PROTECTION ON RECEPTACLES AT PROVIDED. THE MINIMUM ~ENTILATIOPJ RATES SHALL BE 5~ T
WALLS AND REINFORCING STEEL SHALL BE CONSTRUCTED AS EXTERIOR LOCATIONS, BASEMENTS, GARAGE AND WITHIN CFM FOR INTERMITTENT VENTILATION OR 20 CFM FOR , IN TABLES R404.1.1 1 OR TABLE R404.1.1 2 R TH R SIMILAR WATER SOURCE. .THIN ;E.
T H _ S E T F O R T H t) 6- 0 O F A S t N K 0 0 E C O N T I N U G U S V E N T I L A T I U N. V E N T I L A T I O N A I R F R O M E 1 0. R C O 3 1 1. 4. 3 T H E R E S H A L L B E A F L O O R O R L A N D I N G O N
I R C T L Y T O T H E O U T S I D E. A N D S H A L L A L S O C O M P L Y W I T H T H E P R O V I S I O N S O F S E C T I O N _ S P A C E S H A L L B E E X H A U S T E D D E E A C H S I D E O F E A C H E X T E R I O R D O O R. R 4 0 2. 2. S E E F O U N D A T I O N P L A N F O R L O C A T I O N O f
EXCEPTIONS: WHERE A STAIRWAY OF TWO OR FEWER RISERS ~ REINFO~RCEMENT. 45. NATIONAL ELECTRIC CODE ARTICLE 210-52 f a) -
IS LOCATED ON THE EXTERIQR SIpE OF A DOOR, A LANDING ) -3. RCO R305.1 EXCEPTION (2~ - CEILING HEIGHTS IN RECEPTACLES IN ALL HABITABLE LIVING AREAS WILL BE L BE
ASEMENTS WITHOUT HABITABLE SPACES SHALL NOT BE IS NOT REQUIRED ~OR THE EXTERIOR SIDE OF THE DOOR. _ B . R AN ING AT THE EXIT DOQR REQUIRED BY _ INSTALLED NOT LESS THAN 12' 0" OC HORIZGNTALLY ALON _LY ALON
~ THAN 6-8 7-6 in Dublin and New A,Iban , CLEAR THE FLOOR 0 L D 27, RCO R'406.2 EXTERIOR FOUNDATION WALLS ENCLOSING LE~S Y) ~ H A WALL. ~ R AMS GIRGERS DUCTS OR OTHER SECTION 311.4.1 SHALL NOT BE MORE THAN 1.5 NC ES HABITbBLE OR STORAGE SPACE SHALL BE WATERPROOFED • EXCEPT FGR UNDE BE
OBSTRUCTIONS WHERE THE CLEAR HEIGHT SHALL NOT BE (38MM} LOWER THAN THE TOP OF THE THRESHOLD. THE WITH p MEMBRANE EXTENDING FROM THE TOP OF THE
n ublin and New Alban . FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE FOOTING TO THE FINISHED GRADE. [USE "TUFF-N-DRY" OR 46. NATIONAL ELECTRIC CODE ARTICLE 210-70f a) - AT LEAST LESS THAN 6-4 :(6 8 i D Y) HA NOT BE T LEAST
EXIT DOOR REQUIRED BY SECTION 311.4.1 S LL OTHER CODE APPROVED MATERIAL.] (1) SWITCH CONTROLLED LIGHTING OUTLET OR FIXTURE WILL REQUIRED TO CGMPLY WITH THIS REQUIREMENT BUT SHALL BE tNSTALLED IN EVERY HABITABLE ROOM, IN BATHROOMS, JRE WILL
iR00MS, CHED
RCO R308."1 - EACH PANE OF GLAZIfJ~ INSTALLED IIJ HAVE A RI~E NO GREATER THAN THAT PERMITTED IN 28, RCO 408.3 - ALL CRAWL SPACE ACCESS OPENINGS SHALL HALLWAYS, STAIRWAYS, ATTACHED GARAGES, DETACHED SECTION 311.5.3. A MINIMUM OF 18"x24'. R HA7ARDOUS LOCATIOfJS AS DEFINED IN SECTION R308.4 BE GARAGES WITH ELECTRIC POWER, AND AT OUTD00 Z
SHALL BE PROVIDED WITH MANUFACTURERS OR INSTALLERS EXCEPTIONS: THE LANDING AT THE EXTERIOR QOORWAY ENTRANCES OR EXITS.
LA6EL DESIGNaTiNG THE T~7PE AND ThiCkivESS OF GLASS SHALL NOT BE MORE THAN 8 1/4 INCHES (210 MM) BELOW Rr,p ~602J - ALL HEADERS SHALL BE SIZED PER TABLES
i, ~ ' ~ TH TOP OF THE THRESHOLD PROUIDED THE DOOR, OTHER 29~ _ AND THE SAFETY ~LA~ING STANDARD WITH ~hHI.,H IT E R502.5(1) AND R502.5(2) AND DESIGNED TO MEET THE 47. NATIONAL ELECTRIC CODE NFPA 70 ARTIGLE 210.8(A UA -
COMPLIES, WHICH IS VI516LE IN THE FINA1 INSTALLATI~'J. THAN AN EXTERIOR STORM OR SCREEN DOOR, DOES NOT PROVISIONS OF THIS SECTION. ALL 125-VOLT, SIN~LE-PHASE, 15- AND 20-AMPERE =RE AND
THE LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC SWING OUER THE LANDING. THE WIDTH OF EACH LANDING RECEPTACLES INSTALED IN BATHRROMS; GARAGES AND FIRED, EMBOSSED MARk; OR SHALL BE OF A TYPE WHICH SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY 30. RCO R602.8 - FIREBLOCKING SHALL BE PROVIDED TO CUT ACCESSORY BUILDINGS; OUTDOORS; CRAWL SPACES;
ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES NCEALED DRAFT OPENINGS BOTH VERTICAL ANO UNFINIHSED BASEMENT, AND KITCHEN SERVING COUNTERTOP OFF ALL CO ( JNTERTOP
DESTROti'ED. (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. HORIZONTAL AND TO FORM AN EFFECTIVE FIRE BARRIER SURFACES SHALL HAVE GROUND-FAULT ) DRAININGS BY:
" BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE CIRCUIT-INTERRUPTER PROTECTION F~R PERSONNEL. 11. RCO 311.5 - STAIRWAYS SHALL NOT BE LESS THAN 36 IN NORTHLAWN
5. RCO R308.4 - PROVIDE TEMPERED GLAZING, AS CLEAR WIDTH AT ALL POINTS P,BOVE THE PERMITTED ROOF SPACE. 48. NATIONAL ELECTRIC CODE NFPA 70 ARTICLE 210.12 B-
SUMMARIZED BELOW: HANDRAIL HEIGHT AND BELOW THE REQUIRED HEAQROOM ALL BRANCH CIRCUITS THAT SUPPLY 15- AND 20- AMPER MPERE _ CONSTRUCTION SERVICES, INC
1. IN INGRESS AND EGRESS DOORS. HEIGHT. (SEE DRAWINGS FOR STAIR DIMENSIONS.) RCO R604.9 - MASONRY OVER OPENINGS SHALL BE OUTLETS INSTALLED IN DWFLLING UNIT BEDROOMS SHALL B 31. SHALL B
SUPP~RTED BY STEEL LINTELS, REWFORCED CONCRETE OR PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER LISTE ER LISTE
2. IN F1XED AND SLIDING PANEL DOORS AND PANELS IN 12. RCO 311.5.6 - HANDRAILS SHLL BE PROVIDED ON AT LEAST INT OR MASONRY ARCHES QESIGNED TO TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT. N SIDE OF EACH CONTINUOUS RUN OF TREADS WITH FOUR MASO~IRY L ELS , CIRCUIT. DRAWN BY:
SWINGING DOORS. ~ E SUPPORT LOADS IMPOSED. OR MORE RISERS.
3. IN ST~RM DOORS. 13. RCO 311.5.6.3 - HANDRAIL GRIP SIZE SHALL HAVE AN ' NCS
- " T NOT LARGER 32. RCO R604.13 - BEAMS, GIRDERS OR OTHER CONCENTRATED MODEL ISSUED:
OUTSIDE DIAMETER OF AT LEAST 1 1/4 BU R MN SHALL HAVE A 4. IN UNFRAMED SWINGING DOORS. „ A LOADS SUPPORTED BY A WALL 0 COLU 5/21 /07
THAN 2 DIAMETER. SEE CODE SECTION FOR ORNAMENT L RIN OF 3" IN LENGTH MEASURED PARALLEL PROFILE REQUIREMENTS. MINIMUM BEA G PLOTTED:
5. IN ENCLOSURES FOR HOTTUBS, WHIRLPOOLS, SAUNAS, TO THE BEAM UPON SOL1D MASONRY NOT LESS THAN 4" IN
STEAM ROOMS, BATHTUBS, SHOWERS, AND IN ANY 14, RCO R312.1 - PORCHES, BALCONIES OR RAISED FLOOR THICKNESS, OR UPON A METAL BEARING PLATE OF PART QF A WALL ENCLOSIPdG THESE CGMPART~~ENTS SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR ADEQUATE DESIGN AND DIMENSIONS TO DISTRIBUTE THE
WHERE THE BOTTGM EXPOSED EDGE OF GLAZING IS GRADE SHALL HAUE GUARDS NOT LESS THAN 36" IN LOAD SAFELY.
LESS THAN 60" ABOVE DRAIN INLET AND 36 HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF _
H IN I E EDGE OF THE TUB OR 33. RCO R703.6.2.1 A MIN. 0.019-INCH (26 GA.) CORROSION HORIZGNTALLY FROM T E SD MORE THAN 30" ABOVE FLOOR OR GRADE SHALL HAVE
,OMPARTMEhJT. „ RESISTENT WEEP SCREED OR PLASTIC WEEP SCREED, WITH A ~ GUARDS NOT LESS THAN 34 IN HEIGHT MEASURED MINIMUM VERTICAL ATTACHMENT FLANGE OF 3-1/2" SHALL MODEL:
6, AN INDIVIDUAL FIXED OR OPERABLE PANEL VERTICALLY FROM THE NOSING OF THE TREADS. BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE IN , ,
ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C
15. RCO R312.2 - REQUIRED GUARDRAILS ON OPEN SIDES OF g26. THE WEEP SCREED SHALL BE PLACED A MIN. OF 4 EDGE IS WITHIN A 24° ARC OF THE DOOR IN A CLOSED STAIRWAYS, RAISED FLOOR AREAS, BALCONIES AND
THAN 6~' INCHES ABOVE THE EARTH OR 2 INCHES A80VE PAVED POSITION AND WHOSE BOTTOM EDGE IS LESS PORCHES SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL ALL
URFACE. AREAS AND SHALL BE OF A TYPE THAT WILL ALLOW ABOVE THE FLODR OR WALKING S CLOSURES WHICH DO NOT ALLOW PASSAGE OF AN 08JECT TRAPPED WATER TO DRAIN TO THE EXTERIOR OF THE MODELS
THAT MEET 4" OR MORE IN DIAMETER. BUILDING. IN INDIVIDUAL FIXED OR OPERABLE PANELS
ALL OF THE FOLLOWING CONDITIONS: t6. RCO R313.2 - SMOKE DETECTORS SHALL RECEIVE THEIR 34. RCO TABLE R802.4(2) - BOTTOM CHORDS OF TRUSSES
PRIMARY POWER FROM THE BUILDING WIRING WHEN SUCH SHALL BE DESIGNED TO SUPPORT A MINIMUM LIVE LOAD OF 7.1. EXPOSED AREA OF AN INDIVIDUAL PANEL IS WIRING IS SERVED FROM A COMMERCIAL SOURCE, AND WHEN 20 PSF AND A MINIMUM DEAD LOAD OF 10 PSF.
GREATER THAN 9 S~UARE FEET, PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER RCO R803.2.2 - THE MAXIMUM ALLOWABLE SPANS FOR ~ SHEET:
TH FROM A BATTERY, 35. 7,2. BOTTOM EDGE IS LESS THAN 18 ABOVE E WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL NOT
FLOOR, ~7, RCO R314.1 - EXCEPT WHERE OTHERWISE NOTED IN SECTION EXCEED THE VALUES SET FORTH IN TABLE R503.2.1.1(1)
7~3~ TOP EDGE IS GREATER THAN 36' ABOVE THE 314.2, ALL FOAM PLASTIC OR FOAM PLASTIC CORES IN RESIDENTIAL CODE OF OHIO
FLOOR, AND MANUFACTUREQ ASSEMBUES USED IN BUILDING 36. RCO R803.2.3 - INSTALLATION OF ROOF SHEATHING SHALL SUMMARY SHEET
7•4~ ONE OR MO~E WALKING SURFACES ARE WITHIN 36" CONSTRUCTIO~} SHALL HAVE A FLAME-SPREAD RATING OF BE INSTALLED WITH JOINTS STAGGERED OR NONSTAGGERED
HORIZONTALLY OF GLAZING. NOT MORE THAN 75 AND SHALL HAVE A SMOKE-DEVELOPED IN ACCORDANCE WITH TABLE R602.3(1). RATING OF NOT MORE THAN 450 WHEN TESTED IN THE
MAXIMUM THICKNESS INTENDED FOR USE IN ACCORDANCE
WITH ASTM E 84. ' DO
W
` T S: GENERAL CONSTRUCTION NO E (n oQ0
w ~ GLUE & NAIL SUSFLOOft TO 2x4 WOOD PLA1E U U LLJ o a cA . ~ ~
BAND BQARD - GLUE & IJAIL 5U8FLOOR TO BAND BOA D OIST AT BAND BRD ON BEAM GENERAL: JOIST AT 9AND BRD ~ ~ ~ p cD z~am V Y
1/8" FOAM SILL t. TMIS DESIGN lS LIMII~D 70 NJO SYORY RESIDENTIAL CONSTRUCTIGN ~ 1 8° FOAM SILL FLOOR JST, 51ZE VARIES. STEEL BEAFd Y11TH LOARS DISTRIBUlED ON FOUNDATION WALL, CONCEIJTRATED W ~ FLOOR JST, SIZE VARIES. SEALER (f~ ~ 03 WiE~d
S~ALER (2) 10-PENNY TOE NAILS, (SIZE VARIES), LOADS MAY REQUIRE PILASIERS OR ADDITIONAL REINFORCiNG. U) (2) 10--PENtJY T0~ 1JAILS, BR1CK MIN, INTO S1LL AT EA JST 4° MIN RRG J N OQ 5pc~ioS2
~IN, IN74 SII.L AT EA JST „ 2. FOOTINGS SHALL BEAR ON UNDISiURBED SOIL WI1H A MINIMUM Z TOP 1-0 WE~PS, 32 TREATED 2x6 SILL PLATE, ALLOWABL£ BEARING STRENGTN OF 1500 PSF, ~ O > ,nd.. -'t U Q ~ Fz~c~~
4X8X1G TREATED 2x6 SILL PLA7E, OC HORZ TOP 1'-0" O_' p ~ o a
BLOCK ~VITH ~'ULL 1 2" DIA ANCHOR BOLTS ANCHOR w/STRAP ANCHORS 4X4X1fi SOLID FOOTiNGS: U ~ AT ~'-0" OG Gft0U7 SOLID BLOCK WITfi o ~ ~ CD _ ~vn~ AS 0 jX N~gN
QODY COLOR AT 6'-O" OC, GROUT SOLID Q a, ~ I tiU 2500 PSI FULL BODY ~ 1. 16" X 8" MINIMUM CAST-IN-PLACE CONCRETE FQR 8" MASbNRY OR AS ~ TOP 16 Gb 2500 PSI TOP 2 CRS ~ SWOWN ON 'ME PLANS. CONCREiE SHALL HAVE A MINIIdUM 28-DAY I--
~ i COLOR GROUT COMPRE5SIVE SiRENGTN OF 2500 PSI. 20" X 8" MINIMUM CAST-IN-PLACE Ul ' GR4UT ~a~o£ Y PLACE z m~ I_+_ o~5~ U Z
GRp~` I ONC BLIC CONCRETE FOR 12" MASONRY OR AS NOTED. ZU GRp9E 4x8x16 SOL.ID BLK (4z8x16 8x8x16 SOL D C 0 omo ~~Qa
A HING 8x8x16 STND CONC MASONRY NOTES; U CONC BLK ~VITH CELLS PVC FL S ~ (USE ~p SET GRADE TO EXPOSE ~ GROUTEQ SOLID A7 EA GROUT AIR SPACE BLK A7 EA REgAR/BOLT) Z Z tn-3o F_~UO
MAX 12', SLOPE REBAR/BQLT) SOI.ID 9TM CRS ~ELOW 8x8x16 STND CONC BLK 4x4x16 S1D MASONRY: ~ QO I 6z Q 1'j UpCOi Zarv
GRADE A~VAY 6" IN ; FLASHING SOLID BLK
4 Sxl6 Sl~!D CONC BLOCK , t. MASONRY CONSIRUCTIO~! AN6 MAIERIALS SHALL CONFORM TO ALL J FIRST 10 -0 x STEEL SHIMS, AS RE4 D REQUiREMENTS OF ACI 530.1 ASCE fi SPECIFICATIONS FOR MASONRY ~ SET GRADE TO EXPOSE 12x8x16 TERMI7E CONC BLI<, Mo i iED BELOw. RY = p 00. ~v'o$ fr
TUFF-hJ-ORY ~ EXCEPT AT REBAR STRUCTURES EXCEPT AS F ~ a MAX 12". SLOPE 8x8x16 TERMITE CONC BLK AVE A MINIMUM 28-DAY COMPRESSIVE 57RENG7H OF O OF O N d- ca a ~ cy_
IJATERPR00fING 8x8x16 S1ND COIvC BLK, GRAD~ AWAY 6 Ih - 12x8x16 STND CONC BLK, 2. MASONRY SHALL H ~ 140a P51 AS DE'fERMIN~D BY 11-IE AVERAGE NET AREA MEP-IOD. Z a
1-3/16" T Y P ~ I R S T 1 0 - 0 TYP 12x8x16 TERMiTE C~NC BLK 7YPE i fYPE i -
WARM-N-ORY TUFF-N-DRY 3. CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASI~~ C90, " T RPROO~ING 1#9 REBAR AT 6'-0" OC, OR TYPE II UNITS WITH 2.CORES, REINFORCING AS REQUIREO. 1NSULA7i0N 1#9 REBAR AT 6 0 OC, WA E 4x8x16 STND CONC BLK, ~
w GROUT SOLID ~ULL HGY w~ T CONFORM TO PROPOR110N5 SPECIFICATIONS OF ASTM GROUT SOL1D FULL }~GT / ~~3 1b R U7. TYP 4. MOR AR SNALI. N z FIELD MIXES ARE RE REViSlONS:
GRAVEL 500 PSI GROUT. ~ 2500 PSI G 0 C270, 1YPE 5. ALTERNATELY, 11~tE FOI.LOWI G CI<FILL MiN 2 WARM-N-D 8x8x16 STND CONC BLK, ACCEPTABLE: BA , PART
INSULATION ~ TYP -CEMENT-LIME: MIX 1 PART PORAAND CEMENT, 1/4 TO 1/2 PART 3-0 NIGN ~ a o NYDRATED LIME AND 2 1 2 70 3 PARTS SAND, OR ,
GRAVEL + WEEP BLOCK x -MASONftY CEMENT; MIX PART MASONRY CEMENi, 1 f2 PAR7 ~ UaEEP BLOCK BACK~ILL, MIP 12x8x16 STND CONC BI. , POR7l.AND CEMENT AND 2 1/2 TO 3 PARTS SAN~.
" 3'-0" HIGH 4" CONC SLAB w/ 15# TYP A w 15 GROUT FOR CORE F1LLS AT REBAR & ANCHORS: -4 CG~JC S~ B / # FELT
FELT UAP BAR ON 4" GRAVEL,
' 4" GRAVEL 20°4Yx8~~D „ 1. SHALL CONFORM TO A511r1 CA76, ANO HAVE A MINIMUM 28-DAY 16"tNxB D ~AP BAR ON , b 20 Wx8 D PER LOCAL CODE CONC FTG PER LOCAL CaDE cOMPRESSIVE S7RENG~1i OF 2500 PSI.
CONC FTG CdNC FTG ~ : ; n 4'' ~ ~ ' ~ ' ~ BACI(FILL / ~ , ~ ` ~ 2. MAY BE FIELD MIXED AS FOLLOWS; Y RATED LiME AND 3
BACKFILL e. MIX 1 PART PORAAND CEMEN7, 1/10 PART H D PARTS SAND. ADD SUfFICIENT WATER TO PROViDE A SLUMP OF . • . , . • AND 3 OF
~ e „ 3" ROUND FNpN DRAIN ' 8 TO 10 INCHE5, . 3 RUU~~dG FPdDN DRA1N ' ' '
CONNECTED TO SUMP P!7 CONNECTED TO SUMP PIT _ 3 ~I2 CRS PILASTER 3, SPACES SHALL SE FREE OF MORTAR PROTRU~ING IN
2 CRS w BRICK WAI.L S~CTION TYPICAL EXCESS OF 1/2 INCN, MORTAR DRIPPINGS AN~ OiNER DEBftIS. 1 12 CRS WALI~ SECTIDN - TYPICAL 12 - ' " NOTES TYPICAL FOR ALL BP,ICK SEC7104S, ' " SEE DETAIL 1/D2 FOR STANDARD NOTES
r~ ~ NC1E5 7YFICAL fOR ALL SECTIUNS, -Q iHERwISE DZ SCALE: 1/2 ~-O 4. CORES BELOW BEAM POCKETS AT PILASTERS SHALL 8E GROUi~ED 7NERWISE ~2 SCALE: 1/2 UNLESS NOTED 0 UZ SCALE: 1/2 =1 UNLESS N41ED 0 SOLID FOR 2 COURSES WITH 2500 PSI GROUT, OR iHE COURSE AT
BOTTOM OF POCKET SHAtL BE EIIHER A SOLIp UNIT OR A TERMITE UNIT. UNIT.
^ - 5. CONSOLIDATE AT 11M~ OF PLACEMENT. POUR IN IIFTS 7R~ATED 2x4 SILL PLATE, OF 12 INCHES IN HEIGHT AND PUDDLE BETV~EEN UFTS.
TOP 1'-0" 1/2'~ DIA ANCHOR 60LT AT
4k8X16 6'-0" C/C, GROUT SOUD RE-BAR: BLdCK WITH FULL '
'OLC~R TOP 2 CRS AT BOLTS 1, REINFORCING STEEI SHALL CONFORM TO ASTM Afi15, GRADE 60. BODY G o F''~~„_~~gz16 SOLiD BLK WITH 4x8x16 SOLID CONC 8LK
~ z. PLACE VERIICAL REINFORCING AT 7ME MAXIMUM SPACING INDICATED. - - CEI~LS GROUTED SOLIO AT ~USE 4x8x16 STNQ CONC BARS SHAII BEGIN AT 1}1E fdAXIMUM SPACIN AR a ACINGCDETW EN
AtdCHOR BOLTS ~a~g BLK AT BOLT LOCATION) WALL5 TNAT ARE ~ESS 7HAN 1}iE MAXIMUM S S ~A~~ CORNERS OR SUPPOR7S ARE NOT REQUIRED TO BE REINFORCED. l
Y 4x8x16 ~TIdD CONC BLK 4x8x16 STND CONC BLK TOP 1~-0° r r A
' B I K A~dD f3LOCK 3. PLACE REINFORCIi~G S7EEL PRIOR TO CONCRETE ~ILL AND PRONDE A _ TlE RC 4X8X16 MINIMUM OF 1/4 {NCH CLEAR OF ANY BLaCK SURFP.CE. TOGETHER WITN g~pCK 4NITH
DUR-A-WALL FULL BODY 4. BAR PLACEMEf~T TOLERANCES SHAl1 BE AS FOLLOWS:
-QISTANCE FROM BAR TO EXTERIOR FACE OF WALL SHALL BE ~ - GR4UT CAVITY SOLID COLOR 4rITHIN 1/2'~ OF CENTERLINE OF CORE,
N BRICK AND BLOCK - i~dG SEiV EN BARS SHAIL BE WITHIN 2" ALQNG LENGTH RAWL CRAWL B~T~E 4x8x16 STId~ CONC BLK SPAC LENGTH
, s ~ ~ BELOGN FLASHING o t OF WALL . 11 9
~ ~ ~ ~ FILL: Y _ / ~ BACK t . ~ 4 ~
. ~ ~ ~ 6 M1L, VAP BAR i, BACKFILL TO FINISH GRADE MAY BE ANY NATIVE SOII PJHICH IS FREE ~ 4 . a : ~ApqE I~IN DISTANCE OVER 4° GRAVEL, OF DEBRIS> oRGAN1C TOPSOIL, AND ROCKS OVER 6" IN SIZE. EE ~
' • EdUAtS f0011NG EI.EVATION MIN 2~~ GRAVEL FOUNDA710N WALLS SNALL BE PROPERLY BRACED PRIOR TO ~y
5 6 CRS w BRICK CRAWL WALL SECTION ~ DIFFERFNTIAL COVER ON FTG 2 PERFOR?~ING BACKFiLL OPERA~ION. 4 6 CRS CftAVdL WP,LL SECTION _
" ' " SEE DETAIL 2J~2 FOi2 STANDARD NOIES ~ " ' " 5EE DETAIL I jD2 FGR 57ANDARD NOTES D2 SCALE: 1/2 =1 -0 ` D2 SCALE: 1/2 =1 -0 I WOOD FRAMING N07ES: ~ L
CRAW BASEMENT
1. WOOD PLATE - MOISTl1RE TREATED ~2 SOUTHERN YELLOW PINE, OR ~ 6ETTER R DRAWINGS BY:
TOP 1'-0° N NORTHLAWN
2. MUDSILL ANCHOftS - 1/2° DIA X 18" ANCHOR BOLT 4XSX16 CONSTRUCTION
BLOCK WI7H FULL ' 8x4x16 SOLID CONC 3. ANCHOR BOL7 SPACING SHALL BE 6' OC ALONG LENGTH OF WALL •~~a g~K WIIHIN i' Of CORNER AND WiTHIN 1' OF MUDSILL SPIJCE. A MIN. OF oF SERViCES, 1NC
80DY COLOR = TWO BOLTS SHALL BE INSTALLED IN EACH MUDSILL REGARDLESS ~ x8x18 STND OF MUD5ILL LENGTN. 8
CONC BLK, lYP 4. CONSTRUCT{ON ADHESIVE - DEVfLOP THE FULL SMEAR STRENGTH OF i oF R
Av~ ' cRnoE LUM6ER, COMPATIBLE ~41iH TREATED LUMBER. SONNE30RtJ 400 ~ PL PREMlUM, HILII CA3400, fRANKUN 11TE80ND ALL 4VEAIHER DftAWN BY:
o SUBFLOOR ADHESIVE OR EQUAL ADHESIVE. ~ 1 i '
NCS
0 I ~ a MODEL ISSUED:
4/20/06
'n,''4''',~, ~ F PLOTTED:
. .
. • ' ~ ' ; ,4 , . 5 ~ 'd
~ • .~:4 . . . ,
3A 2 CRS CRAWL AGCESS WALL 7 6 CRS w BRIClC GARAGE WALL SECTION ~
6 A AGE WALL SECTIOIV L, S 6 C R S G R ~ ~ S E E D E T A I L I/ D 2 f O R 5 7 A N D A R D N Q 7 E " ' " SEE DETAIL 1/02 FOR STANDARD NOTES W 1_ SEE DETAIL 2/D2 AND 5/D 2 FO R S T A N D A R ~ N 4 i E 5 DZ SCALE: 1/2 =1 -0 t _p p2 SCALE: 1~2 0 p
Q2 SCALE: 1 /2 MODEL:
TREATED 2x6 SILI ~
i i PLA1~, 1/2° DIA 4" CONC ON VAP
TOP 1'-0" ~ j ANCHOR B~LT 6'-0" BAR 4XSX16 i i C/C ALL
BLOCK WITH FULL - r~ 70P 8" SOLID 4x8x16 DUBLIN
BODY COLOR = i i BLK WlTH FULL BODY 0
~ ~ COL4R ' ' . : ~ sM • • • 8x6x16 SOLID CONC • ~D s~' . MODELS
6LK, USE STND BLOCK 5i~ ~ s~o
AT ANCHORS E I HASEAIENT / ptA11 ~ FOOIING
10~ ?
8x8x16 STND CONC z" FOAM 6LK, TYP 1N5UL SHEET:
i
~ BASEMENT WALL
1 DETAILS -
. . - , . , ~ 'd , ' ~ . ~:4 . / , 12 CRS OPTION
~ .~.4 ~ ~ ,
~ TION
DOOR SECTION ~ WALK-OUT gASEMENT REAR WALI. SEC t' , DOOR SECTION 10 4 CRS w BI~1CK GARAGE No~s 9 4 C R S ~ A R A C E S E E D E i A I I 1/ D 2 f O R S T A N D A R D
" ' " S E E D E T A I L i D 2 F O R S T A N Q A R D P I O' f E S 1'~ Q" SEE ~ETAIL 2/ D 2 F O R S T A N D A R D N O 1 E S d 2 S C A L E: 1/ 2 = 1 - 0 _ / D2 SCALE: 1/2 D2 SCALE: 1 /2 -1 -0 D2
2X4 STUD WALL w/ BRICK VENEER (n oao W o:m 0
2X4 STUD WALL w 2X4 TRACK NAILER SHEATHING w/ ' ~ 15# BLDG FELT 15# BLDG FELT LAPS SHEATHING OVER STEEL ANGLE U O ~N NOZ ~ Q N Uw~m
OH DOOR TRACK VERT 2X FOR ri, O c0 ?wc~i W ~ ~ ui~fl~
DRIVE SUPPORT WEEP HOLES (32" 0/C) 2X8 CEDAR TRIM - CUT Uj w a
TO FIT 5 1/2" GARAGE DOOR STEEL ANGLE, SEE ~ _j ~ pp 5W"oD Z N
-r-- --~--j- EDGE OF GARAGE HEADER - SEE DETAIL P/D05 ~~j j ~ ~ STRUCT PLAN p > ~ d- vWi:D~w ~ ~ Q CO o~~ zp-
; ~ i ~ ~ SLAB BRICK BEYGND : U ~ p ~o D~ C~
~ /~WGOD PGRCH BEAM ` i/ / , ~ - Do ~ I ~ X ~W~~n
r, . a I- Z Q Zw c!i ~ ~ tL op-=°
. i i 2X4 NAILER : O m :D z
¢O ('lJ SIMPSON H2 5 ~ ' 2X8 CEDAR r ma° . C.) 0 g O < Ln aa D N ~W°o
~~5-ed Nai~s BRICK VENEER a" F- ~ U ~ Q O I o~vtz
1x WOOD PER FACE, GME EACH COLUhdN CAP SIDE GF BEAM W U pO zo~o
, ~ GARAGE DOOR JAMB - BRICK H GARAGE DOOR HEADER - BRICK SIMPSON F~BA44 w/4x4 POST D5 SCALE: 1"-1'-0" ` ~ ~ P~AN viEw D5 SCALE: 1"=1'-0" SECTION VIEW Q ~ oam~ = ~ =Q O Oo
SIh~PSON ABA66 w/6x6 POST PORCH COLUMN SIbIPSUN ABU88 wj8x8 POST CY N ~ ~ac~iW
PEk PLAN ---r~ O `9 a W k.' ty Z °v~~
iN woo~ _ i-- s-iod ~!ai~s (3 PER si~E) BLOCK WALL (BELOW) "L" HEADER BLOCK BEL W 2X4 STUD WALL w/ a
COLUMN BASE - l , wj4z4 POST , i ,i 8-16d N.41L5 (3 PER SIpE) - VERT ~TOP SHEATHING w/ SIDING OR OTHER
~ ~ w/s«e,~osr 2X4 STUD WALL w/ OF FROSTWAL~ ONLY) 15# BLDG FELT ; ~ ,a-~sd Na~~s cs PER s~oE> SHEATHINr, ~ FINISH (SEE 4 DETAIL NOT USED _ - REVISIONS:
j w/Sx8 PUST 2X4 TRACK NAILER VERT 2X FOR ELEVATIONS) ~.i1 ~RivE suPPORr D5 SCALE:
° OH DOOR TRACK FLASHING ~ ~U~ G.. PQRCH a . ~ a GARAGE DOOR KR 11/30/06
- 2X8 CEDAR TRIM - CUT HEADER - SEE 1x SMART TRIM PORCH COLUMN
~ TO FIT 5 1/2" STRI;CT PLAN (SEE ELEVATION) . (1}-1~2" ANCHOR w~4a4 PO..T ~
(1}-5/8" ANCHOR w/sxs PosT ~ EDGE OF GARAGE 2X4 NAILER (2)-5/A" AP~CHORS w/8e8 PO51 / SLAB
1x SMART TRIM 2X8 CEDAR N ~ (CUT TO 5 1/2"}~~ ~
(SEE ELEVATION) - ~ -
EXT FINISH (AS NOTED)
A J RA R AM - SMART TRIM K GARA R AD R- MART TRIM ' PORCN ,OLUMN_DETAlL GA GE D00 J B__ GE D00 _HE__E S
_ " " PLAN VIEW D5 , " SECTION UIEW D5 SCALE; 1-1 0 D5 SCALE. 1 1 0 SCALE. 1 1 0
BLOCK WALL (BELOW) °L" HEADER BLOCK BEL W 2X4 STUD WALL w .
~ - VERT (TOP SHEATHING w/
2X4 STUD WALL w/ 15 BLDG FELT SIDING, OR OTHER SHEATHING OF FROSTWALL ONLY) # FINISH SEE
2X4 TRACK NAILER VERT 2X FOR ~
. DRIVE SUPPORT ELEVA~ONS) , OH DOOR TRACK FLASHING
GARAGE DOOR
2X8 CEDAR TRIM - CUT HEADER - SEE , TO FIT 5 1/2° STRUCT PLAN
~ EDGE OF GARAGE 2X4 NAILER
~ R INSIII ATE w/R-19 AT JOIST SLAB R DETAIL NOT USED _
OVERHANG AND. RIM JOIST 2X8 CEDAR D5 SCALE: ~ (CUT TO 5 1/2" .
FL40R JOIST (SEE
STRUCTURAL PLANS) i
WALL OR SUPPORT EXT. FINISH (AS REO'D)
6ELOW ~ GARAGE DOOR JAMB - NO TRIM M GARAGIE DOOR HEApER - NO TRIM
D5 SCALE: 1"=1'-0" PLAN VIEW D5 SCALE: 1"=1'-0° SECTION VIEW
8x8x16 STND "L" HEADER BLOCK - V RT
, CONC BLK (TOP OF FROSTWALL ON Y)
2X4 TRACK NAILER ABO E ' DRAWINGS BY:
NORTHLAWN
51DING OR LINE OF CONC BLK CONSTRUCTION
OTHER FINISH FNDN WALL BELOW SERVICES, INC
w/DRIP EDGE
2~-0" MAx -
SIDING OR 3/8" ROUGHSAWN DRAWN BY:
OTHER FINISH SHEATHING NCS
7 5/8" ~ 76'-4" ~f0 (UNO) T--
~ HDR BLK MODEL ISSUED:
B EXTERIOR CANTILEVER DETAIL N GARAGE DOOR JAMB - BELOW CONC SLAB P DETAIL NOT USED S DETAIL NOT USED _ i.~ PLOTTED:
D5 SCALE: 1"=1'-0" caNri~EVER ~ESS THaN ~s" aev cRA~E D5 SCALE: D5 SCALE: D5 SCALE:
4/20/06
INSULATION ~ /---1/2" GYPBD ON 2x4
(AS REQ'D) VAULTED TRUSS MODEL:
2X6 BRACE 1/2" GYPBD (PAINTED) ' (CUNT. ACROSS OPJ 7/16° OSB 2X12
TRUSSES) CORNER BEAD AND - CEILING LINE CEILING LINE
i'-s° TvP SPACKLE 2X6 BLOCKING 2X6 B~OCKING a ALL
(SEE PLAN; ~
FLOOR JOISTS (SIZE 2X6 BLKG 2'-a" MODELS
MAY VARY), BLOCK AS ($EE FLOOR PLAN}"
REQ'D ~ 1X12 3 WHITE PINE EQUAL EQUAL
~ -z ) 2'-0' u.N.o. 2X4 WALL
1/2" GYPBD / (SEE FLOOR PLAN) 1/2" GYPBD
2X4 CONT. BLKG 2X4 BLKG, 24" O.C. SHEET:
TOP AND BTM 2X4 WALL
2X4 WALL (Tl'P) LINE OF WALL CABS 1/2° GYPBD GARAGE DOOR,
INTERIOR CLG,
MISC DETAILS
C PLANT SHELF DETAIL ~ KITCHEN SOFFIT DETAIL E DOUBLE TIER COFFER CLG F SINGLE TIER COFFER CLG
U5 A: 1"=1'-0" D5 SCALE: 1"=1'-0° ~SOFFITS ONLY WHERE NOTED ON PLANS) D5 SCALE: 1"=1'-0° D5 SCALE: 1"=1'-0" SC LE D5
W
ROOF ASSEMBLY: WALL ASSEMBLY: ROOF ASSEMBLY: WALL ASSEMBLY: 3 4" AIR SPACE, Ul 6 a ~ 2 SPACE, Li1 p 0o3 I
MASONRY OPENING LINTEL SCHED ~ SHINGLES / 15# BLDG FELT / ICE GUARD BRICK VENEER / SHINGLES / 15# BRICK VENEER / MAINTAIN CLEAR
/ 3/4" AIR SPACE/ BLDG FELT / ICE ~~4~ , 3/4" AIR SPACE/ FRQM TO SECTION OF ANGLE FOR PROPER )PEREAR ~ Q N ~~am p (C) zWC~=
7/16" OSB BOAR 15# BL~G FELT GUARD / 7/16" 15# BLQG FELT DRAINAGE C`'' ROOF FRAMIN6 (HORZ LAP) / OSB (HORZ LAP) / 4-0 L3-1/2x3-1/2°x5/16" LAP FLASHI~G OVER 'E W d F-~& SHING OVER ~ ~ SoNa
1x8 SMART TRIM SHEATHING BOARD ROOf ' SHEAIHING 4~-1° 5'-6" L4x3-1/2 x5/16 LLV ;LE z ~ N wW8
SMART SIDING ~ ~ I , „ , „ „ „ STL ANGLE : FASCIA FRAMING w/ FRM'G N? FRAMING w/ 5-7 6-6 L5x3-1/2 x5/16 LLV p > ~10:3 ]o~'c t ANGLE F Q - a~Z~V
1-1 4" "Z" FLASHING R-13 BATT INSUL/ (2) 2x6 LADDER R-13 BATT INSUL/ 6'-7" 8'-4" 15x3-1/2 x5/16 LlV CONT STL ANGLE ~ ~ ALUMINIUM HED U ~ O F ~a DO
~ 2" ~Yp6p 2X4 NAILER 1 2" GYPBD 8'-5" i6'-4" Ux4"x3/8" LLV (SEE SCHED) , ; GU TTERS ~ ~ 5/4"x4" CEDAR TRIM AND DOWN ' R-30 BLOWN 1X8 SMART TRIM 1/2" ~ x 3" LG N K 3" LG ~ ZI ~xQ' g cn
~ 4~ 4° ' 1/2° GYPBD-16" O.C. INSUL U.N.O. WALL ASSEMBLY; MIN LAG 0 T AT ~ APRON FLASHING SPOUTS / , „ O B L ,G SOLT AT U) ~ tL F5
FRAMING 1x10 SMART TRIM BRICK VENEER / 3/4 1x12 SMART ' 16"oc {MAX), AT 4AX), AT Z m ~ z
' MAINTAIN 3/4" MIN ~ ~ 5/8" GYPBD-24" O.C. ix4 SMART TftIM - AIR SPACE/ 15# BLDG 6'-7" thru 16'-4" iru O p~ o fuoa
CLEAR AT BTM OF TRIM w/ ~ N? ~ ~ FRAMING FELT {HORZ LAP)' / S AN 4 x16 EAVE ~ FRIEZE AT FRONT TRIM ~ R-30 BLOWN INSUL ELEV ONLY, SEE ELEV SHEATHING / FRAMING SOLDIER COURSE COURSE ~ Q ~ 1 N6
~ ~ VENT - SEE i. ROOF SHINGLES OVER ELEV FOR U.N.O. 2X4 NAILER SHT W/ R-13 BATT INSUL / WEEPHOLES AT BTM zo~ 00 _ES AT BTM Q~ U rn" 6 a} ~
TYP ROOF STRUCTURE LOCATION ~ 1/2 GYPBD „ \ , 2X2 CONT BLKG 1/2" GYPBD-16" O.C. BRICK: OF SOLDIER 32 oc ,IER 32"oc = o 00 ~zo°
Q o
" ix4 SMART TRIM ~ 2X4 NAILER CUT TO FRAMING GALV 11ES AT 1 PER , Z FRIEZE AT FRONT ~~4~ ' 5/8" GYPBD-24" O.C. 9~~4 2 2 3 SQ FT 32" oc ' ~ 2-1/2, w/LADDER A N ~ ~ SEE ELEV a 0
~ ELEV ONLY, SEE V BLKG AS REQ'D FR MI G MAX HORZ SPACING _EV ~ Z a
~ ~ SHT '
BRICK BEYOND J OPT'L SM~RT SIDING - SEC110N AT WALL N EAVE DETAIL - BRICK VENEER P RAKE DETAIL - BRICK VENEER W BRICK VENEER - HEADER EYOND
» ~ ~ » NOTES T1'PICAL FOR ALL EAVE SEC110NS, ~ » NOTES TYPICAL FOR ALL RAKE SEC110NS, " ' " REVISIONS:
D6 SCALE: 1=1 -0 D6 SCALE: 1=1 -0 UNLESS NOIID OIHERWlSE D6 SCALE: 1=1 -0 UNLESS NOTED OIHERVNSE SCALE: 1 1/2 =1 -0
WALL ASSEMBLY: WALL ASSEMBLY: WALL ASSEMBLY: '
HORZ SIDING/ HORZ SIDING/ BRICK VENEER / 3/4"
~ SHEATHING/ , SHEAiHING/ AIR SPACE/ 15# BLDG _ WALL FRAMING WALL FRAMING FELT {HORZ LAP) /
SMART SIQING w/ R-13 BATT w/ R-13 BATT SHEATNING / FRAMING
-t-1 4" "Z" FLASHING INSUL / 1/2° INSUL / 1/2" W/ R-13 BATT INSUL / BRICI( BEYOND EYOND
~ G1PBD GYPBD ^ 1/2 GYPBD BRICK ROWLOCK OWLOCK
_ 5/4"x4" CEDAR TRIM tx6 SMART 1RIM ROUGH OPENING SLOPE~ TO DRAIN TO DRAIN,
STEP FLASHING , GROUT SOLID ~ 1x4 SMART TRIM - O ~ >OLID
~ ~ FRIEZE AT FRONT BRICK: - ROOF SHiNGLES OVER ,
T ELEV ONLY, SEE ELEV GALV 11ES AT 1 PER ~ TYP ROOF STRUC URE 1x12 SMART ~ , SHT 2 2/3 SQ FT, 32" oc
' ~ WEEPHOLES AT 32" TRIM w/ MAX, 24" VERT/HORZ _ES AT 32"
MAINTAIN 3/4" MIN 8"x16" EAVE ~ i i MAX SPACING ~/a" oc ABV 20 MIL 20 MIL _ASHING,
CLEAR AT BTM GF VENT - SEE ~ VINYL FLASHING, ELEV FOR ~ , LAP OVER WD SILL ~ - TRIM ~ i PLATE AND UNDER :R 1ND SILL
LOCAl10N ~ ROWLOCK ,ND UNDER <
( _ ,
~ 11 1/4" 5 1/2" ~ P
. ~ /
K OPT'L SMART SIDING - SIDE WALL VIEW R EAVE DETAIL - SIDING S RAICE DETAIL - SIDING X BRICK VENEER - SILL
~ D6 SCALE: ~-O~~ SEE DETAIL N/D6 FOR STANDARD NOTES D6 SCALE: 1~~_~ ~-O~~ ~E DETAIL P/D6 FOR STANDARD NOTES D6 SCALE: 1-1 2~~=~ ~-O~~ D6 S ,AL.E: 1 -1 0 - /
WALL ASSEMBLY: WALL ASSEMBLY:
5/4" SMART TRIM CULTURED CULIURED t-1/4" "Z" FLASHING, ~ , Z ~~4•
OVER CEDAR ~ CORNER STONE / LATH ; STONE / LATH , „ ~ / ~ , & SCRATCH COAT/ & SCRATCH COAT/
5/4 x4 SMART ~ID~NG SHEATHING/ WALL SHEATHING/ WALL
CEDAR fRAMING w/ R-13 FRAMING w/ R-13 1-1/4" Z
STEP BATT INSUL / BATT INSUL / FLASHING OVER r ~
FLASHING CEDAR AND UNDER 1/2" GYPBD " 1/2" GYPBD . R R I ~ CO NE 1R M ix6 SMART TRIM
~ 5/4"x4 CEDAR DRAWINGS BY:
1x4 SMART TRIM - 21/ ' FRIEZE AT FRONT NORTHLAWN
~ ' APRON FLASHING , ~ ~ ELEV ONLY, SEE ELEV CONSTRUCTION
~ ~ ROOY SHINGLES ~ z SHT . ~ i ~ SERVICES, INC
~ ~ % ~ ~
~ '<~~i , , , ~ ~ ~ I
/ ~ ~ ~ ~~y; ~ , ~ ~ y' 1 ~ DRAWN BY:
y , ; , ,
; „ ,~4• 5 ,~2• ~ /~V / / NCS
~ / , / MODEL ISSUED:
' - - - Y L OPT L SMART SIDING CORNER VIEW T EAVE DETAIL CULTURED STONE VENEER ~ RAKE DETAIL CULTURED STONE VENEER DETAIL NOT USED PLOTTED:
D6 AL : N07 TO SC LE D6 SCALE: 1~~_~ ~-O~~ ~E DETAIL N/D6 FOR STANDARD NOiES D6 SCALE: ~~~=1 I-O~~ SEE DETAIL P/D6 FOR STANDARD NOiES D6 SCALE: SC E A
4/20/06
' ROOF ASSEMBL'~: ~
SHINGLES / 15# BLDG FELT / ICE {
GUARD / 7/16° OSB BOARD / ROOF /
FRAMING / 1/2 GYPBD-16" O.C. / FRAMING / 5/8" GYPBD-24" O,C. / MODEL:
FRAMING ~ ~
INSUL BAFFLE AT ~
EA JOIST SPACE i ~
R-30 BATT INSUL ~ ALL
JOIST ' MODELS
FRAMING -
SEE ROOF FRAMING
PLAN
, CUT RAFTER ~
TAIL AS SH04VN ; FOR AT11C ~ SHEET:
CIRCULATION
11 1 /4" SMART SIDING, EAVE/RAKE,
BRICK HEAD/SILL
M DETAIL NOT USED Q SLOPED CLG DETAIL ~ DETAIL NOT USED Z DETAIL NOT USED
D6 AL : 1"=1'-0" ~E DETAIL N/D6 FOR STAN~ARD NOTES p6 SCALE: D6 SCALE: D6 SCALE: SC E
n6
~
w
~ IR T VENT FIR PLACE INSIDE CORNER DIRECT VENT FIREPI~ACE w CANTILEVER D EC E (!1 o a ~
U U C7 c°vQz d N
> ~ ~ Q N re 0 c.0 w m z~°vz
DIRECT VENT PREFAB ~ ILLI ~ ~ ~ o K ~ N ~ 5~0
' 5~-O~~ FIREPLQCE. ENCLOSE 5'-0" w/ 2X4'S 16" OC r~'-0" z
. O , ~ 0 O~~w
- 1-' Q c0 o~z~ 0
_ ~ I ~ N I ~ 3 Q ~ I px fE W
v EXTERIOR Q \ OPT'L ~i~ I FRAMING fOR ~ ING FOR E-- Z Q z a~ a
~ IdASONRY N ~ MANTLE I SHEIf AREA I AQV 38" Z wa~~ ~ ( = AREA (n ~ t,- o (36" O m D U) ou ~ z
N i WlDEx2" O 8"X8" TILE fLUSH ~ 0 U x 20° U pcn a 0.
HEARIN ~ ~ T~~~~ DEEP MIN) _ \ ~ i ~ Z MIN) ~ :D N a Z cn j ~ a ~
- ~ \ . ~ :;~t ti U o1 0 °zo~''o DJ ~ oam,
~ ~ ~ ' Q pp ~ ~ ~ O J
9 SILL ~ \ ~ /~i I ~ PLATE ~ ~ /~i ~ ~ = p ~j °o r ~ N ~ ~ac>W
/ii~ O ~ 0 cD 0. w a
I ~ Z iv Z c°~~~ a
- ~7j
CANTILEVER pIRECT VENT FIREPLACF - ~F A _ ~ % ` FLOOR PLAN ~ u~. ~ ~ RE
. » J J ~ EQ 3 -0 EQ o, ~P ~ D9 SCALE. 1~~ -1 0 m o 0 sq , REVISIONS:
a ~ Fcs , ~
~ p 8'' `L
00 9
~ I
~
. CQRNER DIRE T V NT FIREPLACE C E
H - FLOOR PLAN
D9 SCALE: 1/2"=1'-0"
'1YPICAL 16" oc FLOaR JO1ST LAY4UT WITM OR 4VITH0
fIREPLACE OPTION
NOT :
PER MANUFACNRER"S SPECIFICAl10N5, FIREPLACE DISCHARGE VENT MUST BE LOCATED
A MINIMUM OF 12" FROM WINDOWS
CANTILEVER DIRECT VENT ~1REPLACE CANTILEVER DIRECT VENT FIREPLACE CORNER DIftECT VENT FIREPLACE
B-- TILE SURROUND ELEVATION FRA~MING PLAN Joists Parallel to Cantilever F- TILE SURROUND ELEVAi~ION
, n r n i n u , u '`r' D9 SCALE: 1 2=1 --0 ~EE SHEE? D10 FOR SURROUND OPnONS Qg SCALE: 1/2 =1 -0 D9 SCALE: 1~2 =1 -0
~ , ~ ~
4 F A HING WALI ASSEMBLY: AP, ON L S
HORZ SIQING/ ' ~ ROOF ASSEMBLY: SWEATHING/ {
SMItJGLES / WALL FftAMIIJG 5,-O~~ ~ ¢
i5~ fELT PAPER/ w/ R--13 BATT 7/~s" OSB • INSUL / 1/2" ~q 1'-4" 1'-4" EQ t
w/CLIPS/ GYPBD _
x AT 94" r„ . ' ~x~ ~A~CIA FLUS~ ON 2X6 LE~GER
ALL 3 SIDES OF CNASE, A5 SHOWN t2 SEE SHEET D10 FOR DF
4~ FIREPLACE MANTI.E AND - DRAWINGS BY:
SURROUND OPTIONS EXTERIOR a MASONRY ~ r NORTHLAWN
WALL ASSE~iBLY: WALL N ( CONSTRUCTION
HORZ SIDfNG/ c 7/16" OSB SHT'G/ ' ' SERVICES, INC
2x4'S AT 16" oc ~
~ ~ DETAIL N~T USED R-13 84TT INSUI. ~ F a I z-zXa ~EOC_.R N D9 SCALE: i 2"=1'-0"
SILL ~ ~ PLATE ~ ~F DRAWN BY:
NCS
° { o ~ ~ { ~
~ I ~ - . M( MODEL ISSUED:
\ I ~n Z 2x6's AT 24" oc
. I w - O o S T&G DECKING ~ d~ ~ ~ 1/2" GYPBD ALL SiDES PLOTTED:
~ ~ I \ p OF NICHE ON 2x4's AT i6" oc ~ m ~ ~ \ O ~ ~
5 8" i'&G DECKING W ~ ° ° ~0 1/2° GYPBD OUER 7/16" a' / ~ ~ ~ ~ a ~ F ~ O56 ON 2x4's AT z4" oc 4/20/06
FLOORAJOISTSI~ TO d. . I ~ ~ o- . ~ TYp BO1H SHELVES ~ N ~ ~ N ( ~
~ DOUBLE Q CORNER BEAD ANO
~ ROW OF ° a SPACKLE MODEL:
BRIDGING aa o0 M~ I °p~- ~ 1/2" GYPBD ON - ,
I ~ 2x4 WALL bBL
a - ~ ~ 2-2x8 HEADER
R-19 BATT IfJSUL ' ' ` - ~ I ~ 2 -p m ALL
- ~ DIRECT VENT ~1 3/8" SMART v w FIREPLACE UNIi
SOFFIT pp : N I ~ MODELS
\ ~ 1x4 FASCIA r. ~ 3/4" T&G DECKiNG
~ ON 2x4's AT 16" oc ~ ~ ~ ~
~ ~ ~ ( a 3/4" T&G DECKING
iv ~ ON FLOOR JOISTS ( -
~ I SF i SHEET:
FIREPLACE
DETAILS -
DIRECT VENT
T V R DIRECT VENT FIREPLACE CORNER DIRECT VENT FlREPLACE ~ CANTILEVER DIR~CT VENT FIREPLACE CAN ILE E
C- WALL SECTION E- FRAMING PL,AN Joists Per endicular to Cantilever WALL SECTION K D~7AIL NOT USED
D9 SCALE: 1 2°=1'-0" D9 SCALE: 1/2"-1'-0" Q9 SCALE: 1/2"-1'-Q" D9 SCALE: 1/2°~1'-0" ~ D9
. ~ ~ W
a ¢ o
W U U ~ o 0°4 0zo
> ~ ~ Q N ~ O c0 z~pz
W
~ (n W - U~N0. Cy ~ a~0~
, z 0 p ,.jJj vwi~Xw ~
~ U Q ~ oin ~ ~ zp-
CEILING - SEE WALL SECiIOPdS U C~ C C~ C ~ ~ Q ~o~~ ::D u_ :Du~riIE
~ N N ol~ ZI 0 X¢ N~g m vi t~ 6R~O
3~~ 3~4~ c~n z Z N ~
0 U O ~ pDp Q~ gNa~
~ N
iX4 ROUGH 1X4 RaUGH Z SAN~IJ, 1RIM SAWN, 7RI~d 'lm S~ Q 0 1 zn~~o
TO FIT TO FIT Q J Q w U O~i a>- cFi J ~ ~p O ~m~
ATTACti WOOD ATTACH WOOD ~ vooD ~ a ~ ~g~°o 1ND rK N av°- .
MAN11.E AND MANTLE AND ~ C~ C~ TRIM TO d~ d~ C~ C~ 1RIM ?0 ~
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~ ~ 5 . ~14 T'WIN 3TfiC}f 1 ~18~~ 5438P 1iZ X 381~~ _ _ _ ~ _ _ - - -
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SOv~P ~~a4 lf2 X 6b 1f2 _
' S~~~P ~~Q 1~2° 7'21 P2" 1i8 TRJPLE STA~GK 1~(~°' ~ ~ ~,I ~ ~ _ _ ~!8 TRIPLE STACK 1 ~l~`~ _ ' SI SHEET:
i ~ ry~/~y {~*A ~a~/ r~ ~ I RUJ~Y' ~ fG ~?GI!_ A .....il4J ~1LjF ~ , t . , LJL 7i1I~~~JIFSL(~ _ ~ ~'4~. _ _ . . ~ . ~
` 7fi€5€ lv'~N~tj1~15 ~fiALL I~R'J~. A N~1` CIEA~E ~ ; ~~~8~ ~ 7~ tfz" x t12" ~ r ~ ~ ~ir~~ r~~T ~~~a~ ?Jd t~~I~~~~TA+~K 1 ~~i~°~ ~ UREN hl ~,F 5 5 R ~ ; „
l ~ ,F~, _ ~6litipl.~SYA~i( 1 ~t~ ~,040~ ~ 7Z 1~1 7C 4$ 1J2 t~F'E~lIIJC, 1~E~TH C~F t~F" Pv~IN.. h9ET GLEr1R .m.~.-~„_~..~,~..._.~m.~.~. . _ _ _ ?18 TRIPIE BTACK 1 1f~" WINDOW
' S~~dP ~ 72 t!2" X 5~ 112" c~p~C~~Nr kt~ HEi{~HT (~F 24'" I~,9~td. S]LL S~1ALL , SCHEDULES
~ 3l2 TttIPL~ 9~A~K 1 11'$°' ~~~~P 1~ 1~2" ~0 1t~" 4~" F~~a~~t ~~f~t~~~, tu~A?(. ~'E~@~~5~) ~
3l~ TRIPL~ STACt( 1 3l~~~~ I 3~8 Tftlf~L~ ST1~GK 1 ~1~"
d~0 TRIPIE STAC?( 1 118°' '
D11
NOTE: 8° CMU, 12" CMU OR 4" MIN., OR AS REO'D BY R ~ ROUGH OPENING FOR fiLL JACUZZIo SOAKING and WHIRLPOQL L ~ o o
POURED CONC FNDN WALL ORIG FTG SIZE ~ DOORS TO BE 3" FROM TUB SPECIFICATIONS - W a U ~ ~ °ozo
CORNER, UNLESS NOTED EXST'G 16" OR 2" CLEAR AT FORMED FACE, , > Q N ~-ct wam ~ O ~ zWo=
OTHERWISE - SEE PLAN 20" WIDE OR 3" CLEAR AT EARTH L ~ ~ ROUGN OPENING ACTUAL UNIT IT ~ ~ op W~Oa
MISPLACED FORMED FACE ~ ~ ; CGNC FTG ' ' TUB TUB DECK TUB T - r7 0 -
; ~ MODEL NUMBER UB TUB ~ ' WIDTH LENGTH HEIGTH WIDTH LENGTH HEIGTH ~ TUB 0 ~ ~ ~I ~~°W
I ~ I I F -IEIGTH ~ Z ~Z=~ Q~ U Q co o
~ ~ ~ #4 CUNT REBAR, WIRE TO C ~ ~ DOWEL AMIGA (3672) 34" 70" 18 3/4" 36" 72" 20 3/4" _ _ , , ~ 0 3/4" U o 0
x in ~W< Z Q zm -J o
1/2" GYPBD OVER DEPTH TO MATCH ORIG CETRA 536 (3660) 34 1/4" 58" 19 1 4" 36" ~ / 60 21 1/4' 2x WD FRAMING REQ'D DEPTH. CLEAN ALL ~ 1 1/4" z m~~ o~=N
' ~ SOIL FROM FACE F ~ ~ 0 EXST G NOVA 5(4260) 40" 58" 16 1/2" 42" 60 18 1/2" ~ O D :Doa
MAINTAIN 3", U.N.O. „ FTG 8 1/2" U~~ O gNaa ~-~c~ ~W°o ~
#4 DOWEL AT 36" oc. ~ NOVA 6(4272) 40" 70" 18 1/2" 42" 72" 20 1/2" = 0 1/2" Q w U qp zo~o
n"P SEE FLOOR PLAN EPOXY GROUT 4~~ INTO < EXST'G FTG CAPELLA (6060 SEE SEE ~ ~ ~-a -j p o0 0U,m:D
D E F k ~ SKETCH SKETCH 60 60 20 1~2" ~ o J~S
~ IN ~ LEVEL PITCH PITCN ~ (Y N ~d0W
NEWEL TO LEVEL TO LEVEL TO PITCH L ~ ~ avWio~ z W a
A TURNED NEWEL POSTS - UPGRADE OPTIOP~J E INTERIOR DOOR DETAIL - TYPICA ~ J MISPLACED FTG REPAIR DETAIL
D12 SCALE: PJO SCALE D12 SCALE: 1"=1'-p" D12 SCALE: 1 =1 -0 R REVISIONS:
2x6 iREATED HANDRAIL ~ S L a CSE os,oz,os
WIiH MOLDED TOP ONE SIDE ~ CF IF DECK IS LESS THAN 3~" CRICKET
PINNED ~E3~~'~ i FROM GRADE AND BO1H S1DES INTERMEDI,ATE .~pe 2x10 P,T. IF 30" OR MORE FROM GRADE
TREAD VARIABLE AMOUNT OF 3-O L NEWEL POST r~~F ~ ~ RISERS W/MAX RISE 2x2 x 42" iREAIED DECK /2\JEH 08/11/06
q0 ~ 3- ~ 4x4 POST ~ 8~/4~ BAlUSTER AT 5' O.C. EX EXTERIOR STAIR
P.T. 5/4x6 DECKING OVER 2x6 P.T. FLR JOISTS. PORCH
~ HOUSE 2x10 P.T. FLOOR TO BE MAX 8 1/4° LOWE 3hy i ; o STRINGER THAN DOOR THREASHOLD CORNER TUB
2x6 LEDGER CUT-OUT ~ ~ ~ 2x6 P.T. , TOP OF ~
(S~ I ~ ~ THRU BOLT 2x6s TO P BOLTE~ THRU TO F g~ ~ ~ ~ 4x4 POST W/(4) t/2" ORCH FLR _ ~ HOUSE BAND BOARD ,
C,~~ DIA BOLTS. TOP OF 2x6 P.T. FLR JO~STS CUT NAIL TO FOUNDATION rL q0 ~ POST RUSH W/TOP ~ AS REQUIRED ~
~ OF 2x6's 6 h
I THRU BOLT PORCH GRA ~ LEDGER TO HOUSE ~E 5 i I j - STAIR ANGLE WALL aANO aoaR~ w i' 4x4
//z Posr wir~ , 45 9/16" f I I ~ DIA BOLTS AT 12" O.C. 1 BAG QUICKCRETE O
I I I ~-j/2" 'Z' FLASHING AROUND POST. I 3 ~ F ~ 0 0 R F R A M I N G~C TOP OF LEDGER i i ~ z
i I~ i zx4 a~ocKs
, FOUNDATION PLAN ' CAPELLA 6060 I I GLUED AND NAILED ~ ~ - i • I i BETWEEN STUDS ~ " ' "
, SCALE. 1 /4 =1 -0
- - PORCH SECTION 2 ~
B INTERMEDIATE N W ~ SCALE:1 /4: =1 ~-0"
E EL POST BLOCKIN ~ DETAIL F EXTERIOR STAIR DETAILS EXCLUDING GOLF V „ , „ 1LLAGE) L SOAKING AND WHIRLPQOL TUB SPECIFICATIONS
D12 SCALE: 1/4 =1 -0 D12 SCALE: 1 4"=1'-0" ~ D12 SCALE: NO SCALE S
1 x 8 CAP
BOARD
INVERTED INOOD ,
BASE, USE AS .
APROIJ TRIM HOUS WALL
2x4 STUD WALL A
w/t/2" GYPBD = 2xTREAD 4~-0'~ " _ BOTH SIDES 2x4 TOP PLATE 2-6 4~ 0~~
EXTEND STUDS AT - 2x4 SILL PLATE, CRICK T 4x4 POST
ENDS OF 1/2 WALL CUNT BETWEEN 2x8 fASCIA p~ DRAWINGS BY:
AND 8'- " XT o MIN. 1'- ~ 0 O.C. E ENDED STUDS PROJECTI N
~ W r (MAX). STUDS TO GLUE AND NAIL " BEYOND ALL o EXTEND THROUGH EACH EXTENDED ~ o ~ 2 P.T. ~ a ~N ( NORTHLAWN
SUBFLOOR TO , o ~ THRU BOLT 2x8's To o~~ ~ CONSTRUCTION SERVICES, INC
STUD TO FLOOR ~ A 16 C 4x4 POST W/(4) 1/2' ~ ~ o y~ GR DE CENTER PORCH ON FLGOR ~OISTS ! o J O I S T PLAN OF TYPICAL LOW ROOF T O H O U S E W A L L D I A B O L T S. T O P O F ~ H O U S E P N I
B E L O W, A S i P OST FLUSH W/TOP 0 E N G ALLOWED 8Y ; 0 2x SOUD BLOCKING OF 2z8's
FRAMI~JG. ; o AT EVERY
EXTENDED STUD THRU BOLT PORCH DR LEDGER TO HOUSE DRAWN BY:
BAND BOARD W/1/Y ~ NCS
FLOOR FRAMING 8c QIA80LTSAT1ro.~. 1-t/2' 'Z' FLASHING MC MODEL ISSUED:
~ _ FOU N D A TI 0 N P T~' ~ LEDGER FREE STANDING H LAN ALF WALL DETAIL FLOOR PL.AN 4/20/06
SCALE: 1 /4"=1'-0" ~ D12 SCALE: 1"=1'-0" SCALE: 1 4=1 -
~ O PL~ PLOTTED:
COUNTERTOP 2x6 TREAIED HANDRAIL NOTE: DIRECTION OF STAIR
w~ Sl,'PPORT WITH MOLDED TOP VARIES WITH SITE CONDITIONS
BRACKETS, WOOD STRIP, OR BALUSiER ATES' ODC ECK ' AS REQ'D CAULK AS REQ'D CRICKET MI .
MO HORIZ RECEPTACLE, FINISHED EXPOSED SLOPE 5: P.T. 5/4x6 DECKING OVER MODEL:
2x4 TOP PLATE HOLD TIGHT TO WEDGE SHAPED WALL 2x8 P,T. FLR JOISTS. PORCH
FLOOR TO BE 8 LOWER 2x4 STUD WALL ' TOP PLATE W~1X12 CUT TO FIT 1HAN HOUSE FLOOR TOP OF
w/1/2" GYPBD i PORCH FLR 2x1a LEDGER
BOTH SIDES ~ „ 2xB P.T. fLR JOISTS BOLTED iHRU TO 2x10 P.T. ALL
~~-O MIN HOUSE BAND BOARD EXTEND STUDS AT ~ CUT NAIL TO FOUNDATION SIRINGER PROJECTION e AS REQUIRED ~
ENDS OF 1~2 WALL 2x4 SILL PLATE, GR,4DE s AND 8-0" O.C. CUfJT BETWEEN MODELS
4x4 POST WITH Q 4 (MAX). STUDS TO EXTENDED STUDS t BAG RUICKCRE7E
EXTEND THROUGH GLUE AND N I AROUND POST. ~ '
SUBF~OOR TO A ~ 3D VIEW OF CRICKET OVER M Z FLOOR JOISTS EACH EXTENDED LAY ON
STUD TO FLOOR LOW ROOF TO HOUSE WALL JOINT ' SHI BELOW, AS ---T° SHEET:
I JOIST ALLO'VJED BY ~ ~ ~
FRAMING. ' -2x SOLID BLOCKING ~ ~ PORCH SECTION ~ AT EVERY PORCH ELEVATION
EXTENDED STUD SCAL :1 = " ~ MISC
E /4. 1 0 • _ _ SCALE.1 /4: -1 0 DETAILS
_D HALF WALL AT KITCHEN COUNTER H CRICKET
Q GOLF VILLAGE EXTERIOR STAIR DETAILS D12 SCALE: 1"=1'-0" D12 SCALE: 1 8"=1'- "
/ ~ D12 SCALE: 1 4=1 - / 0 ,
D12
Cn LLJ p
' SHEATHING MIN. 3/8" i}iICK '8" ililCK CU~ p N " ° ~ ~
- EXTEND N~ADER CORNER TO CORNER ~ Q.. N U~aQm
SHEAT}iING FILCER If NEEDED AT NEEDED AT w ~ DJ r- ~ a
- SHEATHING TO HEAQER HEADER , FA5TEN .jI n -
WITN 8cj COMMON NAILS !N 3" GRID NAIL 3°O.C, WITH 8d COMMQN NAILS Z N ~ S~ON OMMON NAILS p aX N
PATTERN AND 3" O.C. IN ALI. AD WAI.L UP TO MEET HEIGHT OF ~ P • ~ ~ z f-,
TUDS SILLS TQP PLATE WALLS . F~AMING (S , , SIQE . V p~ Fz> ~
tfid SINKER NAILS IN 2 ROWS AT 3 O.C. TYP. ~ ,.~C) a Nag~ '
,1~~~M~~Iwiii~~~1~111~ 4~~ lL F OLO Q] D v
TOP PLATE _ _ ,,r°"' OF . CONTINUOUS DOUBL~ 1000 LB HEA4ER~T0 JACK STl1D ,r ~ O., S1RAP ON BO1H SIDES OF OPENING ~'~Prr,•"'»",'•,°~ ~ , s.~ ~ Q] Q ~ U{,rO..m p S v) a~ a
IN51DE FAC~ : ~ iJ O S 0 s i- ~ N ~ 4a V~ ~.x Ya`
~ BRIAN t e . N `~ti f Z (n
` 'q I C, ~ t rr-- -__-_rr--r r --r-r- rr- ~rl ~ - i 6 ~ ~ i ~ i i i ~ ~ I L 71 I CNANNELL € . , EI.L # QC i Q~~wUoO z0~~ •5.., t LU ; rn
ii ii i i i~ ~c +4E•66071 ~ i t t ~~'~~p q, '~U f r~- ---^--~-L--1 1-----.._JJ---^------~1------___l.l.._------_J-1---- Y : ' F ~I ~ ~ ~ ~l~•./~/ n~~. el+~i 71 4: cU °o , ~ p,y. N ~ac~
~ „ „ 2"x2 x3/16' PLATE WASHER AT EACH 's ST~`.:+' . . ~ . . ti S .
, MIN. 3 x11 1 4 ANCHOR BOLT .i. 1
~ ' ' ~IET HEADER . 1/2 ANCHOR BOI.T, MIN. 15' ~
~ ~ I _ EMBE~MENT INZO GROUTED CELL. /Q 2 . f~'..._
rr""'+-""rr-~Tr GROUT MIN. (2) CELL5 DEEP REVISIONS:
~i~i i'r i~i~ ~~A n~ne~~ p~ ¢ Chr~s C~ ~ M1N. 2 2x `I ~ . ~ z -
I I + qfQSS 'I'I I•I I'I' ~ f ~~~.,J '1 ss ~ t~ Al VR , o/z5/o7
- ---i•I I'I' ~o ~ OWC'1 ~V ~ ----MAX(MUM 4 HOLE FOR ELEC 1000 LB `J4V HO7E. HRACED ?ANEl. (P3) REVISION5
t ~ i Mor av~ i i r rrr- , , ~ _ a~SDI :d
~ ~ ~ ~ f30X PROVIDE BLOCKING HEADER-TO JACK-STUD •,~4~. ~ _L~ , w •~,r___ .~,i i•i. „ 4 i r~-'-'----~ i i i STRAP 0~ BOTH `
AROUPdD HOLE NA1L AT 3 aow- qd~-q~~~ , y 'l~l SIDES OF OPENING ~ t
O.C. WITH 8d COMMON NAILS = ~
~ ~ ~ INSIDE FACE - 1F SHEATHING SPL.ICE IS " ii ' i ii Q 2
't'I N I'I I' ' ~ (~EQUIRED, IT SHALL OCCUR ~ ,
•i~i •i i•i~ „ Q ~ ~''y~ S i WITHIN 24 OF MID HEIGHT, ~
, , F, i i I I I I
BLOCKING IS NOT REQUIRED ~,,,;,.a N ii ~ ii ;i ~ ~ ~ ~ ( ~ ~
i MIN. WIDTH BAS~D ON g t,^::;; ~
~ . T-T - w; _ ~ ~ ~ ~ ~ 6~ 1 HEIGH 0 WIDTH r~ ~°~~~~:~~?r~~
~i~~ i•i i~i~ » GARAGE COOR. ~Z 0 ~ ~ ~ RA ri0 OF ~RAMING FROM MIN. 2 x2 x3 16 ~ 2
SCALE: 1 2"~t'~ ~ • C T T P / w TOP OF BLO K 0 0 PLATE WASHER AT _ . ~ ~ o~ ~
~ ~ ~ ~ P N HEA E , OF LATE 0 D R. EACH ANCHOR BOLT ' i
ii ii i~ ~ _ EXAMPL,E: 16 MIN. F0~ ~
. ii ~i ii . , ,
8 HEIGHT 10 MAX 2 ; I
~'i ~i` HEIGHT METHOD 3 ~1)lOd NAIL _ ~ (2)16d NAIL Q 24' ~,C~
~ ~ ~A, SfiUD MIN. 2 1 2 ;r .r . . :
~ ~ ' ANCHOR BOLT EACH ~ ~;~j'r~: y. a~s..
r , r S10E MIN. ~5~~ ~ ,~,r~Y;;; SHEATHING N~T SH~WN FpR CLARITY /7/16' ~SB SHEATHING iEATHTNG
4 a~f'a ~d ~ w,~~'~. 1 ~ EMBEDMENT INTO ~ " .;~.i~;~~ H~RIZaNTAL ~LOCKS REQ'D
~ . GARAGE SLAB ,,a -Y'' (;RC~IITF CINLY AT HRACED PANEL
~ LOCATIDNS, x . ,IY A1 4
GROU N. 2 CEL STU?S PER PI.AN
DEEP EDGE C~NDITI~N SUPP~RT
6d NAILS @ 16' D,C,
> E SUPPORT
(2)16d NAIL INTERPIEDIATE SUPPORT 12' Q.C. DRAWINGS Bl':
. ~A, STUD 6d NAILS @ 12' ~,C, NORTHLAWN
CONSTRUCTION
(37 16d NAILS @16' ~,C, SERVICES, -1NC
, ~ T~ FRAMING BEL.OW
Q ' a• ' , . ....~~r s
. a.Q , ~ ~RACED PANE~ (P3)
• ' ' ~ SCALE~ 1/2' = 1'-0' DRA NW BY:
NCS
iSSUED:
OUTSIDE VIEW INSIDE VIEW ~ ~
~ ALL BRACED WALL PANEL DESIGNS ASSUME: 4/20/06
TYPICAL GARAGE PORTAL MIIVIMUM 7/16° STRUCTURAL SHEATHING PLOTTED:
~ „ ~ „ 5TUD5 MINIMUM 2X4 SPF STUD GRADE
S~ALE: 3/4 =1 -0 , WIND SPEEU < 90 MPH EXPOSURE CATEGORY B
SEISMIC CATEGORY- A OR B
(1)1Dd NAIL T ^ ' „ ' ,
(2)16d NAIL @ 24~ p,~, All 6RACED WALL LINES W1TH REDUCED BRACE~ PANEL LENGTNS (<48 LONG) EA, STUD . WALL WEIGHT MIN, WIATH MAX WI~TH ARE TO BE CONTINUOUSLY SHEAIHED (ALL SHEATHABLE SURFACES SHEATHED). ' , MODEL: TURAL ALL
BRACED WALL LINES WI'M NO REDUCED PANELS ARE PERMITTED TO NAVE NON-STRUCTURAL
8'-1' 4'-8' 8`-1' SH~ATHING BETVYEEN BRACED PANELS.
9'-1` , 5'-3' 9'-1' • BRACEQ WALI. PLAN LAYOUT REPRESENTS THE LOCATIONS AN~ TYPES OF BRACED
WAIL PANELS AND BRACEO WALL LfNES REQUIRED PER SECTION R602,10 OF THE
R602.9Q,1,1 $p~CiNG. 2006 R~SIDEN11Al CODE Of OHIO, IN AREAS WI-IERE 1NE CONVENiIONAL METHODS
" STl1DS P R PLAN SPACING ~F BRACEO WALL LINES SHALL NOT EXCEED 35' ON COUL~ NOT QE MET, AN ENGINEERED DESIGN HAS BEEN UTILIZED, THE ENGlNEERED ~ CENTER lN BOTH THE LON611UDINAL AND TRANSVERSE p1R~CTIaNS DESIGN !S DESIGNED TO MEET/ REPLACE THE CONVEN110NAL PANEL STRENGTH METAL STRAP TABLE MODELS
SYMBOL LENGTH IN EACH STORY. CAPACITIES ONIY. WHERE THE BRACEQ PANEI. OR BRACED WALL LINE SPACINGS
METHOD 1 ~ „ EXCEPTION, SPACING OF BRACED WALL L1NES NOT EXCEEDING 50~ Of THE 2006 RCO COUE.D N0~' BE MET A pESIGNE~ COLLECTOR HAS BEEN UTI~ZED P1 11-4 3/8 VJ81zs SHALL BE PERMITED WFIERE: PER SEC110N R602.10,1 AND THE CONVEN110NAL REQUIRED BRACED PANELS HAVE
P1.1 9'--5 5/S" W8106 yyAl~ BRACING PROVIDED EQUALS OR EXCEEDS 1'HAT B~EN MOVEO TO AH ALTERNATE LQCATION.
SIMPS~N WB dR P~~2 14'-3" VvB14~C AMOUNT OF BRACING REQUIRED BY TABLE R602.t0,i MULTIPLIED BY SHEET:
EQUAL, METAL STRAP A FACTOR EQUAL TO 1NE 6RACE0 WALL LINE SPACING DIVIDED 8Y ALL CONNEC110NS ARE PER TABLE R602.3 (1) AS FOUND IN THE 2006 RCO (2)16d NAIL 35' AND;
EA, STUD (BRACING Tp AE INSiALLED PERHANUFACTURERS SpEC1fICA?I~NS) ANY SEAL APPEARING ON THE WALL BRACING PIANS/ DETAILS COVERS QNLY THE DE51GN OF 51GN OF FOUNDATIG'(V- R's DETAILS A i
ALL DRACED PAHEL Pl SHALI HE C~NSTRUCTED USIkG (2) 2, iliE LENGTW-70-WIDTH RATiO FOR T}iE FLOOR/WALL DIAPHRAGM BRACED PANELS INOICATED BY 1NE NaTE '~DE5IGNED PANEL" OR °DESiGNED COLLECTOR". SIMPS~N SiR~HG-TIE W9 f'LAT STRAPS OR EQUAl, rHe DOES NOT EXCEED 3:1. SEE 3N~IVIDUAI HOUSE PLAN FQR THE PANEIS AND COLLECTORS HAVE BEEN DESlGNED TO MEET THE EQUIVALENT CAPACITY C, in SHEAR WALLS
FLAi STRAPS SHALL HE 1NSTALIED IN AN ?ATTERN. ~ (3) 16d NAiLS @t6' ~,C, HOiH STRAPS ARE TO BE INSTALLED ON INIERIDR OF THE INTERMEDIATE BRACE WALL POSI110NS FOR MOUSES GREATER OF 1NE CQNVENTIONAL DESIGN SET FORTN BY 7HE 2006 ftCO, COMMON DETAILS SHOWN HAVE ~wN HAVE Wl RAISED
TO FRAMING B~L~W ~ wp~.~. BRACING SHALL BE PLACfA A7 AN ANGLE NOT MORE THAN 50', BEEN REVIEWED FOR COMPLIANCE WITH ACCEPTABLE CODE AND/ OR APA RECOMMENDATlONS. THAN 60 DEGREES ~R LESS 7HAN 45 DEGREES fROM THE ~ ATIaNS. FLOOR
BRACED PANEL (Pl) HORIZ~NTAL,
4 scA~~~ ii~~ = r-a-
D20