07200798 Permit FileCITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESIDENTIAL 4CCUPANCY PERMIT
This is to certify that I have inspected the residence
described below and appraved it for occupancy. 40'
?
ADDRESS: 4? ?-- ..5 yrr f'"!'',, U" et PERMIT NO.: 7- 2C' 0 7 c' 57
BY: , /..) i j"-/, - FINAL 1NSPECTION DATE: ???'
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m ? E`??«?' i?.,. I??A??F?A?I?ATION FOR BUILDINU PERMIT ?n7
This Porm is provide by thc Building Industry Association of Ohio as a public service.
THE Builder '- ?b o!/?(1 ? .
nrt- t
Issue in Ohiq????ity;pf?r
?
0 ..?..,...M. ..._..?.._._....5
? Auditors Taxing District u N t pw Parcel Number 39 00 3.9 O l 0 Obl
aL Address of Property 683y 13caRLJ6VCR DRIVG
0
?
Subdivision 'b%ShO `S R%-lVJ L0i ? 1.46
Applicant's Name: ? Q N1?; Ce-S dr-e- Phone Numb r. 7$ j- 6 706 cJ yoy
Email Address: d a.n e•? d?ce 5are @hok mp ? l. corv? Fax Number: Q 73 ' 7 CI l2)
Owner's Name: DA14 1:Y% CC SA r L Phone Number: 7 $1- 6 7 0 6
? Address: 673-1 We\\Awd Err. -00b\\w4,ON 4301"7
=
a Designer's Name: L? ?0*4TA\N G A r th ilecAirG l?tb?qNhone Number: Z b j- 5888
? Address:
373? No.A I-lIA St. Columbvs, ON Y32/y •$UkTC,2o l
Bu'slder's Name: 7h G ?t CCSAr? C,onv\PqN y Phone Number: g 7 3_ 7 3 37
Address: 9100 Me,rAoriAl OrW¢. P1A\N Ct'ry ?0t1 q3ab51
Builder's TD:
Type of Improvement: N eL's hOM G Improvement Cost: Soop
Number of Bedrooms: y Heatinb FueL• N o,:k ve•41 (3 ps Ntnr;;ber of Gas Appliances per Unit: Z„
Number of Baths: 31 2 Sewage Uisposal: Garage
Building Height: Water Supply: 314" Number Car Garage: ,3
o Building Zoning
ed
? Unfnished Basement
G
00 Lot Area
?o Finished Basement
"
Lower Levei Total % Occupied by Structure
?
Ist Floor ' jl 3Q
Front Setback '?j1
"
0
2nd Floor ? ??
Rear Setback 5 ti{ 1
a 3rd Floor
Right Setb2ck
Other
Garage $'
?0 Left Setback 27' $
0
Deck/Screened In Porch ? Lot Width at Building Line g0 '
Zonin
District
Gross Squaze Feet g
Building Area at Gmund Level a 3.?Q Existing Use of Property
Living Area Flood Plain Yes No
? d The owner of this building and undersigned, do fiereby covenant and agrec ro comply with all the taws of the Statc of
Ohio and the ordinances of this jurisdicdon, pertainiag to building and buildings, and to constzuct die proposed building
-01
~ or structure or make the proposed change oc alte:ation in accordance with the plans and specifications submittul
herewith, and certify that thc information and statem.ents giver. nn this spp;icaticn, dravi :gs and snecifications aro to the
4 ? 6est of thcir knowiedge, true and currecL
a vi
Signature of Applicant L-)-:-? ev . 'J: /? . _- ?
?---"
Date Received Date Received Date Received
y
? a 7 , ? 7
Date proved 7,
Date Approved ? / ?
?C) 7
Date Approved
?-
O
Zoning Official Plans Examiner Issuing Authoriry
?
V
CITY OF DUBLIN
Division of Building Standards * 5800 Shier Rings Road * Dublin, Ohio 43016
Inspection Requests: (614)410-4680 Telephone: (614)410-4670
SUBCONTRACTOR DISCLOSURE
Application Number: 07-200798
Project Address: 6834 BEARCLOVER DR
General Contractor: DICESARE COMPANY, THE
Telephone: (614) 873-7337
All registrations must be current through the issuance of a Certificate
I
of Occupancy, including insurance and all applicable State ,
Certifica tions.
TYPE NAME DUBLIN REG. # (required)
EXCAVATION
74 Povr-e-Q( W,a11.5 f # ?1
ELECTRIC
6614r,41 Ohia?/tc4?11?
HVAC .
PLUMBING J
/Y1.T ,84 v/y!d ,vAv
CONCRETE
T,C svr'cd WA/ls J
? 11
LANDSCAPING
lji d?e4l Cr? 1.41v'Q1se4,Pe ?l
0.13
SANITARY SEWER
4 P.tired U1'A1ls ,l
71
The General Contractor is required to provide a completed copy of
the above information to the Building Official at the time of the
Certificate of Occupancy inspection.
CITY OF DUBLIN
. 'Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . .... 07-00200798 Date 8/28/07
Revision number . . . . . . . 2
Property Address .. .... 6834 BEARCLOVER DR
Parcel Number: 147-0110009000
Alternate Address: BISHOP'S RUN SEC 2# 46
Tenant nbr, name .. .... SQ FT 4543
Application type desc ription RES SINGLE FAMILY DETACHED
Property owner . . . . . . . DiCesare Company
Contractor . . . . . . . . . DICESARE COMPANY, THE
--------------------------
Permit . . . . . . ---------------------------------------
RESIDENTIAL BUILDING PERMIT -----------
Additional desc . .
Permit Fee .... `.?60.00 Plan Check Fee .. .00
Issue Date . . . . ?
?3 28-0 Valuation . . . . 0
Expiration Date . . 2/24/08
Qty Unit Charge Per Extension
BASE FEE 140.00
8.00 40.0000 RES BLDG PLAN REVIEW 320.00
--------------------------
Permit ...... ---------------------------------------
RES HEATING, VENTILATING, A.C. -----------
Additional desc . .
Permit Fee .... 210.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/24/08
Qty Unit Charge Per Extension
BASE FEE 50.00
8.00 20.0000 RES HVAC 160.00
--------------------------
Permit ...... ---------------------------------------
LOW VOLTAGE ELECTRICAL PERMIT -----------
Additional desc . .
Permit Fee .... 120.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/24/08
Qty Unit Charge Per Extension
BASE FEE 40.00
8.00 10.0000 RES ELECTRICAL LOW VOLTAGE 80.00
--------------------------
Permit . . . . . . ---------------------------------------
GAS LINE PERMIT -----------
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/24/08
Qty Unit Charge Per Extension
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200798 Date 8/28/07
Revision number . . . . . . . 2
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1600.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/24/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
Special Notes and Comments
Site plan does not scale correctly and driveway cannot
encroach 6' easement!
7' back of curb to front of walk not 6' as shown on site
plan.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
•' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 3
Application Number ..... 07-00200798 Date 8/28/07
Revision number . . . . . . . 2
----------------------------------------------------------------------------
Special Notes and Comments ,
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Other Fees . . . . . . . . . RES BLDG INSPECTION 470.00
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 2460.00 .00 .00 2460.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5664.00 .00 .00 5664.00
Grand Total 8124.00 .00 .00 8124.00
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.
,?.:? P??aE 0 1! F? 1
i?_,,13 .? Z?.::;ti ?,Za8a6??;J , J.JJ.J g` ?,??.
_?r P11J1-:F'id`( ?'=? aE 92/02
? '?'7'
CI? ?JF D?SJ ? ? 1I.h T
DtvASQon of Bqlding Starrdards • $800 Shier-Rings Raad • Dubiin, 4hio 43016
Phone; (614) 410-4670 • Mnspectian Line: (614) 410-4680
Applicafiion Number: 07-200798
SuRVEYOR
BUILDING LOC,ATION AND FIR9T rL[X?R ELEVATION
CERTfFICAT(ON FORM
1, the undersigned, du herelay certifjr the fvllowRng I4cation of bustding and eleva#ion of
tap of the foundatian wa11 at #he refarenaed praportjr. It is the bultcter"s, cesponsibitity co
insure chat the Ioca#ion and elevati'an cirf #Eielap af the foahdatior+ wall plus the first floar
sysfem, as per the apprOVed prlnts, comply with .fhe sit6i'p1ah 2ppr4vcd by the City of
Dublin (in reference to tho City of oubtirt Codi#ied-ardinan6e13002 (Ec)).
BAUL7t, D.A.ITZDSON & m.?'RcuANT, INC. rousulting F.ia.gxneers ,
! Properk,y Qwner;
j ' , . .
Subdivisinn; tak 6h dTh„s, Rojsj- ? -
' La,t Number: Address: Lfi' 3J 8C4,RG b.vc fe?Q.? ' .
' Approved Foundation Elavation
913.y Faet abovE moon sea IP-vel.
Actual Top of Foundation
F_ oF Q-,%N
I P„ofessionai Sea1
; RoBERr ?
• B.
' STQVER ` Ac
?
10 7244 4 /Q
?
933 _ 5 Feet above mean sea level.
s?gnattu? c?f Surveyor Ro ert taver,
PxofessxonA 5v.zveyox NQ. 7244
Sgpte?mbex 10, 2007 ?.
bate
; This form Os to be campleted prior to tF?e foundation inspection and must be made
? available on-site with the apprt?ved prints.
ExcellSurvey 02.N14
CITY OF DUBLIN
Division of Engineering
DO NOT REMOVE THIS SHEET FROM SITE
Applicant:?!J?-- (2.e
Site: CO O z T
(Provide Detail Plot Plan of Lot)
Lot No:4L Application
PLEASE PRINT ALL INFORMATION
r
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: VI'I'DD 614-410-4600
Inspection Line: 614-410-4680
Fax: 614/761-6506
? No Violations/Inspection Approved C
? 1. Clean Curb & Gutter
(Ord. 28-98, Sec. 97.38)
? 2. Improper Approach
(Ord. 12-89, Sec. 153.210(A))
? 3. Adjust Water/Gas service box to grade
? 4. Adjust Inlet to grade
? 5. Erosion Control/Sod or Seed
(Ord. 40-98, Sec. 53.090 (G))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged Sidewalk/Bikepath
(Ord. 35-74, Sec. 51.04)
Comments:
isapproved , ? Approved For Conditional Occupancy
?10. Adjus# ManhoFe to grade (Sanitary/Storm)
Ll11. Rebuild Manhole Throat (Sanitary/Storm)
(C}rd: 59-74, Sec. 51.04)
? 12. Impraper Grading
(t3rd. 7-75, Sec. 150.040)
?13. Glean StreeUClean Sidewalk
(Qrd. 7-75, Sec. 150.039(J))
(G.R.C.723.011)
?14. Adjus# Watch Valve to Grade
(MainlineiFire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?18. Remove Erosion Control Measures
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector: Date:
Re-Inspection:
Inspector:
? Approved ? Disapproved ? Conditional
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12/04 PP
Wo# 1?035. CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date November 16, 2007
Application No. C) I ? c;00 ` 9 (\
APPLICATION FOR ELECTRICAL PERMIT
Job Address 6834 Bearclover Drive
Parcel N
Subdivision Bishop's Run Lot No
Dan Dicesare
Owner Name Telephone
Central Ohio Electric
Contractor Name Telephone
Contractor Address
Residential:
New Sq. Ft.
PO Box 130 Hill
4
Temporary Service $40.00 ........ ..................................................
$40.00 Minimum plus $20.00 for each additiona1500 Sq. Ft, or i
Low Voltage Systems: Square Feet
614-272-5572
614-876-1129
Dublin Registration No 04-165
rrr?r??rrr??
m Sq. Ft, -
.. ..........................
r 1000 Sq. Ft. $200.00
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fractifln thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sq. Ft.
Temparary Service $60.00 ...............:..........................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes 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 $ 200.00
JOB DESCRIPTION
This permit is granted on the express conditon that the said work shall in all respects, oonform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any provisions of said laws. ? .
Signature of licensed contractor or homeowner
Division of Building Standards
Date: 1/1/2001
? CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Date
9 -- Z g - o-7
Application No. C)a • ?0(D?9 P)
XNew ? Remodel ,Residential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
Job
Parcel No.
_ Lot No ?t (a
Telephone q-73 ? 3 3 ?
Telephone ??t 2J C'3
m Number ? /? `T?
pipes consist? C"z
Arr.34
INSTRUCTIONS
This form must be properly filled out and returned to twte office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the following basis:
RESIDENTIAL COMMERCIAL
Application for permit & first fixture .... ........................ $50.00 Application for permit & first fixture.............................. $60.00
11 ?r Number of remaining fxtures X$10.00 =$3- Number of remaining fxtures X$12.00 =$
Total Inspection Fee ..................................................... $ 3- 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
Garage Catch Basin
Division of Building Standards
Garbage Disposal
Hot Water Heater
I nterceptor
Kitchen Sink
Laundry Trays
Lavatories
Mop Sinks
Outside Faucets
Roof Drains
I Rouqh-in Openinqs for Future 1Ot I
I Sewage Ejectors I I
TA K REPLACEM N'
-2n rI tZ
FEE $35.00
Showers
Sterilizers
Sump Pump
Trap Primer
Urinal
Wash Fountain
Washing Machine
Water Closets
Water Lines
Water Storage Tank
Other
GRAND TOTAL
• . CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number .. .. 07-00200798 Date 10/01/07
Revision number . . . . . . . 2
Property Address ...... 6834 BEARCLOVER DR
Parcel Number: 147-0110009000
Alternate Address: BISHOP'S RUN SEC 2# 46
Tenant nbr, name ...... SQ FT 4543
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . . DiCesare Company
Contractor . . . . . . . . . DICESARE COMPANY, THE
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 390.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/25/10
Qty Unit Charge Per Extension
BASE FEE 50.00
34.00 10.0000 EA RES PLUMBING >1 FIXTURE 340.00
----------------------------------------------------------------------------
Special Notes and Comments
Site plan does not scale correctly and driveway cannot
encroach 6' easement!
7' back of curb to front of walk not 6' as shown on site
plan.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
• CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200798 Date 10/01/07
Revision number . . . . . . . 2
----------------------------------------------------------------------------
Special Notes and Comments
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 390.00 .00 .00 390.00
Plan Check Total .00 .00 .00 .00
Grand'Total 390.00 .00 .00 390.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
' CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
Revision number . . . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Tenant nbr, name . . . . . .
Application type description
Property owner . . . . . . .
Contractor . . . . . . . . .
Permit .
Additional
Permit Fee
Issue Date
Expiration
Qty
8.00
desc . .
Date . .
Unit Charge
20.0000
07-00200798
2
6834 BEARCLOVER DR
147-0110009000
BISHOP'S RUN SEC 2
SQ FT 4543
RES SINGLE FAMILY
DiCesare Company
DICESARE COMPANY,
ELECTRICAL PERMIT
200.00
5/17/08
Per
Date 11/19/07
# 46
DETACHED
THE
Plan Check Fee . .
Valuation . . . .
BASE FEE
RES ELECTRICAL SERVICE
.00
0
Extension
40.00
160.00
----------------------------------------------------------------------------
Special Notes and Comments
Site plan does not scale correctly and driveway cannot
encroach 6' easement!
7' back of curb to front of walk not 6' as shown on site
plan.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
" CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200798 Date 11/19/07
Revision number . . . . . . . 2
----------------------------------------------------------------------------
Special Notes and Comments
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 200.00 .00 .00 200.00
Plan Check Total .00 .00 .00 .00
Grand Total 200.00 .00 .00 200.00
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
;
- f"i C)
Date Application No. o-4 •?`?
APPLICATION FOR ELECTRICAL PERMIT
Job Address 4,03q" Parcel No.
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Subdivision Lot No.
Owner Name ?A?1 IJ l CL? Telephone ? 14 -?13- 1337
Contractar Name AoA QLer'?mv, Telephone q 31 `?e?{"7??` 038''6
Contractor Address I 'I ER EVVENy"IM IM `SIM Dublin Registration No
A
ResidentiaL• LA3
A.
...?
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $40.00 .......................................................... , ...............................................................
$40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fractivn thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 far each addiUona1500 Sq. Ft. or fracteon thereof over 1000 Sq. Ft.
Commercial:
New Sq. Ft. Alteration/Addition Sy. Ft.
Temporary Service $60.00 ............:.............................................................................................................
$60.00 Minimum plus $60.00 for'each additional 1000 Sq. Ft. ar fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION 2co AMP tE'-M?.VK +
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, installation, repair and alteration,
and may be revoked at any time upon violation of any,proNisions ofVaid layft
Signature of licensed contractor or homeowner
Division of Building Standards
Date: 1/1/2001
A
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200798 Date 12/12/07
Revision number . . . . . . . 2
Property Address ...... 6834 BEARCLOVER DR
Parcel Number: 147-0110009000
Alternate Address: BISHOP'S RUN SEC 2# 46
Tenant nbr, name ...... SQ FT 4543
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . . DiCesare Company
Contractor . . . . . . . . . DICESARE COMPANY, THE
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 200.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/09/08
Qty Unit Charge Per Extension
BASE FEE 40.00
8.00 20.0000 RES ELECTRICAL SERVICE 160.00
----------------------------------------------------------------------------
Special Notes and Comments
Site plan does not scale correctly and driveway cannot
encroach 6' easement!
7' back of curb to front of walk not 6' as shown on site
plan.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
are required in the front yard of this lot, No
Closer than SEVEN FEET to a Side Property Line. YARD
TREES are to be chosen from the species listed on the
City of Dublin approved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Verified
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet This requirement on all street
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200798 Date 12/12/07
Revision number . . . . . . . 2
----------------------------------------------------------------------------
Special Notes and Comments
frontages.
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 200.00 .00 .00 200.00
Plan Check Total .00 .00 .00 .00
Grand Total 200.00 .00 .00 200.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: V/TDD 614-410-4600
Inspection Line: 614-410-4680
Fax: 614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant: D1Ge50.i com h Company:
Site: &B34 E3eaNd - Ave.r' Dc
(Provide Detail Plot Plan of Lot)
Lot No: +6 Applicatian No: Subdivision: gtskoPs Rvn `^JeG Z.
? No Violations/Inspection Appraved C? Vio#a#ions/Disapproved ?pproved For Conditional Occupancy
3"00'1. Clean Curb & Gutter 7-9-08 61'cd'zsr- D10. Adjust Manho4e to grade (Sanitary/Storm)
(Ord. 28-98, Sec. 97.38) ? l1, Rebuild Manhole Throat (Sanitary/Storm)
? 2. Improper Approach (Qrd. 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
? 5. Erosion Control/Sod or Seed
(Ord. 40-98, Sec. 53.090 (G))
? 6. Replace Damaged Asphalt
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75 Sec. 150.038(C))
?13. Glean StreetlClean Sidewalk
(C3rd, 7-75, Sec. 150.039(J))
(O.R.C.723.011)
14. Adjust W&W Valve to Grade (Wm `t? _4>zrv(ce-)
(Mainline/Fire Hydrant) ok -7 _a..o9 lg55,
?15. Install Grade Stakes
(Policy 98-027)
Ui'16. Submit "As Built" Plot Plan
(Policy 98-027) a/,,_ 7 -9-4$ 2V
?' ' ?17. Driveway Exceeds 8% Maximum Slope
CM'9. Replace Damaged 9ideacaMMBi4ceE.rPtth Arrrrc aCrr>r4r_k (Policy 98-019)
(Ord. 35-74, Sec. 51.04) p,L 7 - g_pV *V151'
?18. Remove Erosion Control Measures
Comments:
Contact Building Division at 410-4680 for re-inspection when work has been completed. The Engineering Final
Inspection must be approved prior to requesting an Occupancy Inspection by the Building Division.
Inspector: J
-
? Re-Inspection:
?
Inspector: ?
-7-3-08
7-3-08
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
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BAUER, DAVI DSON & MERCHANT, I NC.
CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT N0. 46 BISHOP'S RUN SECTION 2
PLAT BOOK 5 CITY OF DUBLIN
PAGES 122 & 123 UNION COUNTY, OHIO
MARCH 20, 2007 SCALE: 1"= 20' ?
N
?
N 84'42'46" 90.00
'
g' Eosement ? I J
I yp' No 6uild Zon =?
46 6' Easement
Lot aB
J I
F.C. 933.6 6834 ?
? I I
6' Easement Conc. Landing 7.00' Window
6.5
?Well 5
.? ?
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44
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Well M ,
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6.3000
932 g
v' 6.5'
N
931.2
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Sump
0 20.00' 12.67
.? Porch Lot 45
0 21.17' ,; ? I F.G. 932.4
932.1
, 30' uildinq Line
, ao't ro
., Sa9estone Driva
0' Easement
1w ?
sJO.96Son.
olk
-'rs?? ? b ?
ny??
w?'" BEARCLOVER DRIVE 50' _fZW-----
? ----- s s
NOlfS
?• Builder to maintain eziating eubdiviaion soil eroaion control ond existinq tree protxtion fencinq tluNng construction. ?
• No parkfnq on ths SouM sitle ol Bsarobvar Drive duMng houae conatructlon.?
? Buildar sDOh, Msuro that all utility tronehsa unGr driw aro compoeted pdor fo poving o/ ddvewoy.'I
+ Bw'Wer aholl provide rsar yoM ond side yoM droinags swalsa.
fiia plot ia prepored /or the Ixol buildlnq department?s uee and is not fo be conatrued os having been propared /or the owner or /or the uu o/
? tM owror for ony Duryoas.
PorcW No.
°k"'??Q"°"""'°° r"' "M`" tM "ts LAFONTAINE ARCHITECTURE DESIGN
y et r,me :cn. X?,now,gn M. ruee wwvnc.
?N CO. ? SURYO DRAWN CHECKED
r, aen woo ro. , owe. cemm?r? Revised Apri! 30, 2007 - BK
grwW N,,,u.,39080??.?.r?„, 0e.9-27-91? S.M. S.S. Revised June 12, 2007
? H:\DWG 07PG\33407\3347PG1,DWG Order No. 334-07
I HEREBY CERTIFY THAT THE
GRADE ELEVA710NS SHOWN ON
THIS PLOT PLAN ARE THE
RESULT OF AN "AS BUILT" SURVEY
PERFORMED ON
ovEna OR BUrDEP iiGric'.0.E _., ' PE ?
F.N(:INF.F.R[?1G C()MPI1M C'E
City ef Dublin
APPROVEll ASNOTED
PP0:7 ?R41 •o:7
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FROM
; • ;; ?
N
BAIJER, DAVI DSON & MERCHANT, 1 NC.
CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT N0. 46 BISHOP'S RUN SECTION 2
PLAT BOOK 5 CITY OF DUBLIN
PAGES 122 & 123 UNION COUNTY, OHIO
MARCH 20, 2007 SCALE: 120' ?
?
N
? 90.00'
N 84'42'46" E
?
_,_,_ ..._-
---
?
___--
----
g) Easement ? I 41
I ?
20' No 9uild Zone
---
__._ i?
I ' Ttee Ptotection Fencing " I ? ?°
4,?'j MUST gE 1NSTALIED AND INSPECTED 6' Easement
START OF ANY CONSTRUGTION?.
OR tO ?
? I
Lot F
48 933
6
G ,
6834 C P??ING DIVISIOM FOR INSPECTION
.
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Window 6.50
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Ftr. 924.4 vo,
6.3000'
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i V' 6.5'
_., ? R •_ ?...r,,, . °
1300f To
gcgestone Drive t
Lot 45
F.G. 932.4
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? NOTES
Builder to mcintain exisfing subdivTsion soil erosion control cnd existing tree protection fencing during construction. ?
• No parking on the South side of Beorolover Drfve during house conatruction. v, ?; ?
• Bullder sholl inauro that op utility tronchea under drive oro compocted prior to paving of driveway.?/
' Builder sholl provfde reor yord ond side yord droinaqs awoka.
This plot is proparod for the Ixol buildfng deportment's use and is not to be consfnued os having been propored for the owner or for the use of
the owner for ony purpoae.
CAtI CITY P
ciooea awo
? Poresl No.
"`Q"°< <""'°t r"° W" U'° "'"b
zom X ? aa sfwim LAFONTAINE ARCHITECTURE DESIGN
s or F?ooa aa?nce
; R,t. ,u? ro, UNION C0. ?„ rna Frooa suaVb oRAwN cHECKM ' Revised Apri1 30, 2007 -- BK
aonw N,,,,,e,r 39080815Q11 E" n.* 9-27-91? S.M. S.S. Revised June 12. 2007
4"-07
° H, \DWG 07PG\33407\,3347PG 1.DWG Order No 344
,• ; `;.,. %.
i HEREBY CERTIFY TIiAT THE . ; ?
GRADE ELEVATIONS SF40WN- OR-" _ .- ErrcnvFEwivccovPiaArrc.E
2QNtNQ COklfPLIANCE
. , City of Dublin
TNIS PLOT PLAN ARE THE : APpp4VED AS. N4TED
APPROVED AS NOTED
RESULT OF AN "AS BU,ILT"-SORVEY Dl1BLIN, OM0
,
PERFORMED'ON u °-•, _ ._. ??a'7?p'7 ?:;?, ` ' , '?
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Permit #
SO b
Permit Date
0 REScheck Software Version 3.7.3
N/" Compliance Certificate
Project Title: DiCesare Residence
Report Date: 06/21/07
Data filename: ZAPROJECTSyoe Di Cesarelresidence\dan dicesare houselres check 6-21-07.rdc
Energy Code: 20031EC
Location: ranklin), Ohio
Construction Type: Single Family
Giazing Area Percentage: 16%
Heating Degree Days: 5779
Construction Site: Owner/Agent: DesigneNContractor:
Dublin, OH 43016 dAN DiCesare Paul Rockwell
Dublin, OH 43016 The Rockwell Company
7491 Calhoun Road
Ostrander, OH 43061
6143745352
therockwelicompany@gmail.com
ComphancePasses muf„ UA632 Y'o,r I lome. L4424 --> 32.9°o Better Than Code (UA)
Ceiling 1: Flat Ceilir?g or Scissor Truss: 1880 0.0 40.0 45
Wall 1: Wood Frame, 16" o.c.: 2816 0.0 13.0 221
Window 1: Wood Frame:Double Pane with Low-E: 454 0.054 25
Door 1: Solid: 63 0.054 3
Basement Wali 1: Solid Concrete or Masonry: 1800 0.0 9.0 130
Fumace 1: Forced Hot Air. 90 AFUE
Air Conditroner 1: Eiectric Centrai Air: 15 SEER
Compliance Statement The proposed building design desctibed here is consisterrt with the building plans, specifications, and other
calculadons submitted with the pertnk application. The proposed building has been designed to meet Uhe 2003 IECC requirements in
REScheck Version 3.7.3 and to comply with the mandatory requirements listed in the REScheck Inspecflon Checklist.
Builder/Designer Company Name Date
DiCesare Residence Page 1 of 4
.
1
0 REScheck Software Version 3.7.3
8/" inspection Checklist
Date: 06/21 /07
Ceilings:
? Ceiling 1: Flat Ceiling or Scissor Truss, R-40.0 continuous insulation
Comments:
Above-Grade Walls:
? Wail 1: Wood Frame, 16" o.c., R-13.0 continuous insulation
Comments:
Basement Walis:
? Basement Wali 1: Solid Concrete or Masonry, 8.0' ht17.0' bg/6.0' insul, R-9.0 continuous insulation
Comments:
Ecterior insulation must have a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade)
insulaUon and extends at least 6 in. below grade.
Windows:
? Window 1: Wood Frame:Double Pane with Low-E, U-fador. 0.054
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal BreakT Yes No
Comments:
Doors:
? Door 1: Solid, U-factor. 0.054
Comments:
Heating and Cooltng Equlpment:
? Fumace 1: Forced Hot Air. 90 AFUE or higher
Make and Model Number.
? Air Conditioner 1: Electric Central Air. 15 SEER or higher
Make and Model Number:
Air Leakage:
? Joints, penetraGons, and all other such openings in the building envelope that are sourc;es of air leakage must be sealed.
? Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5' dearance from
combustible materials. If non-IC rated, the fixture must be installed with a 3" Gearance from insulation.
Skylights:
.
? Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.
Vapor Retarder.
? Required on the wartn-in-winter side of all non-vented framed ceilings, walis, and floors.
Materlals IdentHicatlon:
? Materials and equipment must be installed in acxordance with the manufacturers installation instructions.
? Materials and equipment must be identified so that compliance can be detertnined.
? Manufacturer manuals for all instailed heating and coding equipment and service water heating equipment must be provided.
? Insulation R-values, glazing U-factors, and heating and cooling equipment efficiency must be dearly marked on the building
pians or speafications.
DiCesare Residence
Page 2 of 4
.
Duct Insulation:
? Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
? Retum ducts in unconditioned attics or outside the building must be insulated to R-4.
? Suppty ducts in unconditioned spaces must be insulated to R-8.
? Retum ducts in unconditioned spaces (except basements) must be insulated to R-2.
? Where exterior walls are used as plenums, the wall must be insulated to R-8.
? Insulation is not required on retum ducts in basements.
Duct Constructlon:
? Duct connedions to flanges of air distribution system equipmeM must be sealed and mechanically fastened.
? All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastlcs must be rated UL 181A or UL 181B.
Exception: Continuously welded and locldng-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500
Pa).
? The HVAC system must provide a means for balanang air and water systems.
Temperature CoMrols:
? Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the
heating and/or coding input to each zone or floor shall be provided.
Servtce Water Heating:
? Water heaters witlh vertlcal pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integrai
heat trap or is part of a arculatlng system.
? Insulate circulating hot water pipes to the levels in Table 1.
Circulating Hot Water Systems:
? Insulffie circulating hot water pipes to the levels in Table 1.
Swimming Pools:
? All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from
non-depletable sources. Pool pumps require a dme clock.
Heating and Cooling Piping Insulatlon:
? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table
2
DiCesare Residence Page 3 of 4
e
1
Table 1: MlMmum InsulaHon Thlckness for Clrculating Hot Water Plpes
Insulation Thickness in Inches by Pipe Sizes
Non-Circulating Runouts Circulating Mains and Runouts
Heated Water
Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Tab/e 2: M/nlmum insulaUon Thickness for HVAC Pipes
insulation Thfcknesa in Inches by Pipe Sizes
Fluid Temp.
Piping System Types Range(°F) 2" Runouts 1" and Less 1.25" to 2.0" 2.5" to 4"
Heating Systems ,
Low PressurelTemperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 106-200 0.5 1.0 1.0 1.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooltng Systems
Chilled Water, Refigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD: (Building Department Use Only)
DiCesare Residence Page 4 of 4
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POURED ?
WALLS, INC.
6214 Taylor Road
Pataskala, Ohio 43062
(740) 964-9100
Fax: (740) 964-2347
E-mail: jalwalls @ aol.com
Quo Buiicler Subdiv;sic
9/13/07 Bishops RL
9/13/07 Bishops RL
9/13/07 Bishops RL
9/13/07 Bishops RL
9/13/07 Bishops RL
9/13/07 Bishops RL
9/13/07 Bishops RL
9/13/07 Bishops RL
9/12/07 Bishops RL
9/12/07 Bishops RL
9/12/07 Bishops RL
9/12/07 Bishops RL
9/12/07 Bishops RL
9/11/07 Bishops RL
9/10/07 Bishops RL
9/10/07 Bishops RL
9/10/07 Bishops RL
DiCesare Bishops R
MEMBER
THE Builders
Ldt # Arnouni Product Uriver Ticket # Use
46 11.87 4 192 2366
46 10.97 57 195 2397
46 18.75 57 195 2411
46 21.59 57 192 62271
46 20.87 57 192 62452
46 20.51 57 196 62475
46 12.00 57 196 62586
46 1.41 57 192 62590
46 16.87 57 187 2341
46 16.38 57 188 2342 perimeter
46 17.65 57 193 2346 perimeter
46 19.69 4 188 2352 gar, porch
46 19.73 4 187 2353 porch
46 15.77 4 186 2286
46 18.64 4 185 2261
46 19.23 310 193 2242
46 16.93 57 186 2263
46 278.85
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? BAUER, DAVIDSON & MERCHANT, lNC.
CONSULTING ENGINEERS 255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: fi 14-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT N0. 46 BISHOP'S RUN SECTION 2
PLAT BOOK 5 CITY OF DUBLIN
PAGES 122 & 123 UNION COUNTY, OHIO
MARCH 20, 2007 SCALE: 120' ?
N ?
N 84'42'46" E 90.00' ?
? __--
___- -
g' Easement
I 20' No 9uiid Zone ? _ _.. ..
-
?- . -'-"' --- i?
I Tme protection Fencing
46 MUST BE 1NSTALLED AND iNSPEClE4 6' Easement ?
Lot 48 ? I QR tQ,S?ART Of ANY CONSTRUCTION?. .
c pLqNNiNG DIVISIOM FOR INSPECTION
F. G. 933.6
6834 ?
6' Easement Conc. Londin , I ,
9 7.00 Window 6.5 cl ?
? Well
A/C / 3' ? o
, I Urnt v ? Window 44.67# I o? g c?
WeU M C;
I F.P.
. Scre p11 Mechanical Uaits n
F F 934.4 ?
f. R O M U B L I C.R.O:W.. T. O. B. 933.4 w ?
COL1. NNQ-0flsi0N $ I 27.8' ? Base. Flr. 924.8 ? ^ I v^
Ftr. 924.4
6.3000' o 0
3°•?'
? 931.2 9 131•8 o S omp 20.00' `i' 6.5 '
12.67'
3 ? Forch Lot 45
21.17' ?; ? I F.G. 932.4
^ 932.1
30' uilding Line rn m o
Lot 47 0 '? I ? ?29
F. G. 932.4 Z 23.00 0
932. - ?
.-'_ --i a
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Prop. Drive , ?( s ? z
0 20 Eosement r.r, ..., -
Slope 2.79
?
H T.C. 930.96 San. z .`16.0' Inv. 22.3t M. ' rn
? m ?
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San. ? -7
a ? Z
130,± To TIC
gogestone Drive H p 9 0.83 ??0
06
??? ? r o s3 ? Bikepethl?ilWINq? ?ro- o
n S?' N? T?? ? , R W C A L L I N S P E C t N) N. L ?
HEBUt.E INSPEG?ION
CALL CITI FORESTaER BE ,
t l? t O E R A N D I N S? A ? 4 A T? u,* B E A R C L O V ER DRIVE 50 _...... ,
?
„< <ir , .
NOTES 8uilder to mointain exisfinq subdivlsion soil erosion control and existing tree protection fencing during construcfion. ? ;
+ No porking on the South side of Becrclorer Drive during house construction.r
: • Builder shall inauro that oA utility trenches under drive am compacted prior to poving of driveway.il
' Builder sholl provlde mar yord and side yard drolnoqs swoka.
ThTs plot !s preparod for the Ixol buildfng department's use ond Is not to be consfrued os having been pmpored for the owner or for the use of
the owner for any purpoae.
PoroN No.
"" "°" °o°""'V°?"°? d'`''°t r""W'"''" ?"°'?" LAFONTAINE ARCHITECTURE DESIGN
ot Fboa zone x?oa sno»„ on rne Frooe auwawe
Rat, „bp for UNION C0. ?,; suawo ow?wri cHECKEO Revised Apri1 30, 2007 - BK
1'-*Pdnd M„„ber3908081508 8 E?rn„ n,ro 2 27-91? S.M. S.S. Revised June 12, 2007
= H: \DWG 07PG\33407\3347PG 1.DWG , Order No 3,34-07
;
I HEREBY CERTIFY TNI4T THE _
'ENGINEERING CONiPI.IA1vCE
.
GRADE ELEVATIONS SHOWN- ON - _- ZpNfNG CO11PL1AtVCE '
THIS PLOT PLAN ARE TF?E ;. . : City oi 1?abl?n
w ,A.PPAUVED AS. NOTED pppROVED AS NOTED
RESULT 0F AN "AS BUil1'" SURWEY 'C1'fY OF t7llBUN, pH1O
. . 4 '. .,., y
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Co N 7 a k:. ?
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PERFORMED ? ?
ry
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-448
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lavEvnR OR BUiLOER SiGtva RE ^ D-?-_?A??
r
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' PERMTT NUMBER:
CITY OF DUBLIN 0:7- 200 ?qg
.
DIVISION OF ENGINEERING
GITY OF DUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: Lot Number, Reviewer: pp
Address: • Date:
TTEM DEgCRIPTION YES NO N/A
1 Is this a revision to a, Master Grading Plan? If Yec, 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 elcvations on the site plan for a nevv home in an older subdivision or a plan with unusual
grading field verified? If Yes, proceed with review. If No, request field verification,
?
4 Additional spot grades-are shown on driveway and at the rear edge of the pedestrian path, ?
S A distance is shown from the front of the garage (for a fiont-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 Iess 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 Yos, does it match Master Grading Plan? If No,
proceed with review.
?
1 I First floor elevation is shown (not to be verified),
12 Basement floor slab elevation is shown (not to be verified).
13 Garage f]oor eJevation is shown (not to be verified). ?
14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labelcd. ?
15 One-foot or more clearance is shown between basement floor slab elevation and end ofservice elevation
for khe sanitary sewer lateral.
?
16 Location and size of water service tap is shown and labeled. ?
17 Sanitary and storm skructures are shown, labeJed and match the approved construction drawings.
18 Water main apd nearest fire hydrant are shown, labeled and match the approved construction drawings
19 Requued sidewalk and/or biice path Jocation and size is shown and labeled. ?
20 Location and siae of existing sidewalWbike path along side propcrty line is shown and labeled, ?
21
22
23 Tree lawn siae is shown and ]abeled as 7 feet.
100-year Floodplain, Floodwa , and Floodwa + 20 feet is shown and labeled
FEMA FIRM Map Numbtr: 0?0gO??.OQ Effective Date; Q?-
Erosion control is shown, labeled and matches the approved canstruction drawi.ngs ?
?
24
25 Trec protcction fencing is shown, labeled and matches the approved construction drawings
"No Parking Zone" along street frontage is shown, labeled and matches the recorded Final Plat
26
- - Easements are shown, labeled and match tha recordcd Final Plat
- -
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N
BAUER, DAVI DSON & MERCHANT, 1 NC.
CONSULTING ENGINEERS
255 GREEN MEADOWS DRIVE SOUTH WESTERVILLE, OHIO 43081
PHONE: 614-846-3393 FAX: 614-846-4575
PLOT AND GRADING PLAN
LOT N0. 46 BISHOP'S RUN SECTION 2
PLAT BOOK 5 CITY OF DUBLIN
PAGES 122 & 123 UNION COUNTY, OHIO
MARCH 20, 2007 SCALE: 1"_ 120'
Lot 48
F. G. 933.6
6' Easemen?
Atl Mechanical Un" i
?,§c A ou0
K?N??G DiwstON o
0
? o
?
6.3000'
San:
13o't ro
Sagestone Drive I
3
-4
G
?
?
G
?
?
i20
g?
?
?
?
Lot 45
F.G. 932.4
V%
Idinq Line
' Ea ement
0.96 San.
..,.-.. ? ?r/c?
I?
H?P 930.83 ? ?0
?31.06
Bikepathf SiAwaNc iltq
, R W cAL?? InsQEcrMON ! !NE I?:)
(lAOER ANO PNSTAILATk?}N gEARCLOVERUR?? O???"} ??ry
9 1.06
NOTES
• Builder fo maintain existing subdivision soil erosion controf and existing tree protection fencing during construction. ?
• No parking on the South side of Beorcfover Orive during house construction. r
' Builder sholl insure that oll utility trenches under drive are compocted prior to poving of drivewoy.v/
' Builder shall provide reor yard and side yard droinoge swales.
This plot is prepared for the locol bui?dfng deportment's use vnd is not :0 6e eonstrued os having been prepored for the owner or for the use of
the owner for ony purpose.
Parcel No.
Wo ham dotemfttd tnat uh;, bt ,;es withln Oto ft;ts L,qFONTAINE ARCHITECTURE DESIGN
ot Ffooa Z. x?• V/os .l. on tne Flooa uuurunee
R,t, ,uV f„ UNION C0. ?, a,;,. ComnmTty suRV'D uwAwri CHECKED Revised April 30, 2007 - BK
Poner Numesr390808150B effwrrm nat,9-27-91v/ S.M. S.S. Revised June 12, 2007
H:\DWG 07PG\33407\3347PG1.DWG Order No. 334-07
CAII C11Y t?ORESTER 9EFa
I HEREBY CERTIFY TNAT THE
GRADE EtEVATIONS SHOWN ON
THIS PLOT PLAN ARE THE
RESULT OF AN "AS BUILT" SURVEY
PERFORMED ON ` -
''^`vtNG COMPLtAivC:E.'
aPpOVED AS NOTED
r ,°:-Y OF DtJBUN, t3di{U
7-,,27-0 -7 ., _.1p-
bl'VRO4 1F:ll AS NOTED f'
EPP 0f • ?4•0:? ..
?
6' Easement
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0vE"^R OR BUiLDF1 ?i ,,^jo' 'RE D?'? ATE
1 D
AR TECTURE
D N, INC.
1
~ G 0 5: ~ . GOl ~ 0 . . D . GOn 1~ ~ T DU~LIN GOn~ A~M~N~M~NTS; INn~X TO 17RA~WINGS: Architecture:
- i. ~..i. coxr~crot~, ~~?t~m ~ir~, u~ aw. i. ~+is ~i~c~ ~w. ~ cot~~r~ucim FoLLOwir~ i. 1ii18 HGU~.~ I',3 UIyDER 9p00 SQUARE FOOT AIyD LaFontaine Architecture &
DIZAWIN63 I~+OM A GOM~I.ET'E 5~T OF GONST'I~UGTION T'f~ 2004 R~vID~NTIAI. GOD~ 0~ OHIO ~OR ~ORE 1~10'T REC~IJIt~D TO 5U6MIT ~I.EGTRlG PANB. t~ ~ a~ ~wnir~ rric ~Y B~~ M ~EE7 UE5GRI1'1'ION DATE g~ Desi n Inc.
DOGUMENTS. DO NOT A59UME THAT THE ONLY ON~-TWO-arm r~ -~~i~.,r nv~u.u~ w~~+ cirr SGHEWl.E, LtlA~D 17ATA AND MArMJAl.~J GaI.GUI.ATI0N5. ~iv~-~i6"r~ i"r'" 6~ °~ir~-~'~"~ 3?36 North Hi h Street
IAf~ORMATION YOU 1~D 15 ON 1i~E SH~ET3 SPGGIPIGALLY 0~ DUBI.IN AM~NDMENTS. ~ t2EJ.ATED TO YOUI2 T12~4D~, Z, TABI.~ 301,2(~7)~ r~uivau.~rr ~.im ro n~+~ 6~ ai~, g
5~ 5HC-~T A-4 ~OR NOTES R~6ARDIN6 Y~NTILATION, 6ROUND SNOINI LOA17= 20 ef b,
Z, T'HE GONTRAGTOIZ SHALI. KE~p A G UP-TO-DAl'~ p 6L.AZitr~ ~v ~r~~cY ~ ~aui~r~. wiw~ ao b, ~al.l. PIZOT~GTION GONS{5TIN6 0~ BARS, 6RIU.9, A-I ~OUNDA710N ~I.AN b~6 200~ Suite 201
_ 5ET OF GONSTRUGTION DOGUN~NT9 ON TWE JOB 51TE AT 5~15MIG DE8N6N G T~60RY~ B ~ wNaow r~o~~ai~ r~ ~ i5~ Columbus, Ohio 43214
AI.J. TIMES, AND SHALL NOT~ AND NOTIFf THE 8. OP~NIN65 f~LOM A PIQIVAT~ 6ARA6~ DIR~GTLY INTO Y~AT'H~RIN6~ S~V~f2~ AJZGHIT~G7 OF A~NY ,4ND AI.I. DEVIATIONS i~20M 1H~ A ROOM U5m ~OR SLL~PIN6 f~1RP05~D SHALL NOT FR,05T Lih~ !DC-P~I~ 36' o~ r~ ~6t~D~ T~ ~~TOF Phone: 614.263.588$
GON9TRIX.TIONS DOGUM~NTS. BE PERMITI~D. DOOR.S ANI7/OR OPENIN65 BETYVEEN T~MIT'~ DA1wIP~6E~ MO1~iA~1"E TO i~AYY
T'HE I~IDENG~ AND 6AtiP~6~ SHAI.1. ~E 50LID WOOD WINT~R D~5145N T'~Mf'.~ 0-101~6f2~5 ~ ~u ~o~ ~~L~ ro~o N~ ~~rz~r ~.oo~ ~.ax b'~'~ ~o°'r Fax: 614.263.5900
3. f''I.~ 1~0 NOT SGAI.E DtZAWIN63. T{i~ GONTRAG70l2 NOT LE53 TH~W I 9/8", SOLID 012 HON~YGOMB G012~ IGE SHI~I.D UIND~LA'fMENt f2EQUH~O~ Y~ V~LI.. 5-Z S~GOND ~LODR ~fiAMIN6 PUW b I~PRi6 ~001
SHAI.I. YERI~Y AI.L DIMEN510NS TO ~NSUI'i~ PROPER 51~1. DppRg, NpT L~55 TNAN I 3/8" OR 20-MINJT~ PLOOD HAZA~~RD51~12 GHP.151 GITY OF 17I~I.N OW7. Al.I6W~fENT, I~ ANY DISGfZEf'ANGIC-5, GONFLIGTS, 012 pIR~ RAT~D AIR H2~ZIN~ INl~X ~ 1400 Y.
PRQBl.~MS OGGUfZ Tti~ GONT'RA~GTOR SHALL NOTIfY T'H~ MEAN AM~JAU. T~f~tZA1Ul2~ ~ 501~612~E9 Y. T'HE MAXIt~MJM RIS~t HEI6HT OF 'I 3/4" J4Nn A MINIMUM A-3 S~GOND ~LOOR f'~.A~N 6/~PRIL 200'I TK~I~D 17~PT'H 0~ 10'.
AR+GifIT~GT IMI~DIAT~LY. 4. ~ 5HC-~T A-1 ~OR NOT~S ti~6ARDIN6 STaIRS.
5E~ 5TT~IGTUVRAI. DRAWIN69 ~OR ADDITIONAI. NOT~3 8. 4. NOTI~Y ARGHIT~GT I~ ANY DISGR~PANGI~S OGGUR 5. POR,GFI~S, BAI.GONI~S OR RAI~U ~LOOR SUR~AG~S ~ , 8. A 51'AJZK-AJ2t~5TIN6 3GI~N AND IzAIN GAP SNAJ_L H~ A-4 R00~ ~IZ4MIN6/ROOP PLAN 6 APRIL ~001
B~TVV~N DRAWIN65 AND ~I~LD GONDITIONS. RE6ARDIN6 ,STRUGTUt~J. DC-g16N STANDARDS, LOGAT~D MORE THfW 30' ABOI/~ THE FOOR OR INSTAl.J.~O ON pJ.l. MA501Jt2Y GHIMh1~Y5 /tiMD SMAI.1. Structural En ineer:
6FiAD~ SHAI.I. HAYE 6UAI2Dg NOT L~5 TNAN 38' IN M~T t2~QUl~ I-4 NC~ TH~ OHI01~51D~NTIAI.
S, THIS GONTRA~GT GOMI't215E5 GON5T121JGTION, INGl.UDIN6 }~~~T, pp~ y~p~g p~ yTAIRS WITH A TOTAI. RISE ~ GOD~' Sh~rk & 0'Donovan
Al.l. F~Rirrlr3, S~RVIG~ ~9, TEMPOtZARY Ur~Llrl~S ~ 3. 11~+E E4E1IArI~oN aNU I.ocArloN o~ AI.l. NEW BUILI~N6~ 0~ MOR~ THaN 30 AB01/~ 'M~ ~LOOR OR 6RAD~ SHAI.1. 6~ G~1271~I~D 8Y A 12~615T~D l.AND SURV~YOR 4. ~ A~ND I'OI~TABI.E t01LET POR GOMPL~TE f~ERIOD OF ~I.OW SHALL HA1/E 6UARV3 N07 LE55 THAM 34' IN YOR q, GARi30N MONOxID~ D~T~GTORS SHAI.I. B~ INSrAd.LED IN A-5 E1.~1/ATIONg 6,~PRI62oo7
012 A PER50lN UNDL~2 TFI~ DII~G7 ~YI510N 0~ ~ Y~bRK. IT 18 TNE INTENT OF TNE GONTt2A~GT HEI6HT t~ASURED V~RTIGf4l.I.Y i~ROM T'HE N051N6 OF a.~. r~w or~, ~rwo nru~ n~ ~~i~.,r cr~u.ir~ r+~nr 3?0 East Wilson Bridge Rd
na,ur~r~trr5 n~a,r ~ ~xn ~v~r ~ix~tm~, ~i~~ ~ian~m u?~v ~~v~rro~. ~ r~ ~s• i AR~ HEAT~ BY ONE OR MORE GENTRAI. ~05611. i~l. A$ ~vArior~ °i~" Z0°~' ~lorthin ton Ohio 43085
o~ ~ui~r, ~.ia~tc~ ~r~v or+~ r~rm 4. HABITA81.~ f~00M3, HI~Ll..WAY3, GOI~RIDOl25, ~ AJ2TIGLES SHOY~Cd ON TH~ DRAWIN65 ANG t~EQIJIREt7 }~IREp 6UqRpg ON OPEN 511~v OF STAIRWAYB I'OYVC~O HEATIN6 UNITS. GAJ~130N MONXID~ D~T~GTORS ~ ~ SMALI. B~ GA~NSLE 0~ D~TGGTIN6 71~1~ I'}2~~NG~ OF 100 Phone: 614.436.6465
POIt PR01''~It GOMi'LETION OF THE WOFi1~, WIU. SE ' BAT~MZOOMS„ 7011ET 1?AOM3, L.A~UNDt2Y tZ00M3 A~ND OF GAt280N MONOXII~ IN AMBI~NT AIR AND
~ RAISED ~LOOR AREAS, BAJ.GONIC-g AND POR,GHES BA~Eh~NT3 SHAd.I. NAI/~ A C.EILIN6 H~I6Hr 0~ NOr LE5~3 I'ROY 1~D AND INSTA~W.ED BY THE GONTI~AGTOR 5~I}U,y Hqy~ INTERMEnIATE RAILS OR ORNA~M~NTIAI. ~ ~ ~ ~ovinir~ iH rr~ r~ac,v~ ~ci~icarior~ ~ a.y ~IJIGLIN6 ~GTION/STAIR ~GTION b,~~ ~oo~r F~: 614.436.6485
UW.~55 OTNERWISE NOT~O. ONLY MU1UaI.I.Y 11~At~t '1-6 . 1M~ ftGQU{R~D H~I6H7 SHALL B~ M~UR~D GL09UI~S WHIGM DO NOT AI.I.OW PA55P~6~ 0~ A FROM TH~ ~I~115i~D ~LOOR TO TH~ N~ST PRA.~G710N I ,m ~u. cot~.Y win~ ~.ic~ ~ arAr~
AI'PIZOYED AND Y~21T7E1d GMANcS~ ORD~RS SHAJJ. ~ MODIFf THE GO 4" O~t Nt01~ IN DIAM~'f~. I~ZOM TM~ G~ILIN6. ~XG4°TION9~ I NTRAGT AND 1~EQUIREMENT9 IN THE 7oN I~au~Ar~oNS, ANV SMau. ~AR TH~ u~B~l. oF a NATIOt~lAI.I,.Y l2~G06NIZED STANDAt2D T~5TIN6 ~-6 ~GTIONS/D~TAIl.B 6~~ ~1
! GONTRP~GT flOGUMENTS. 6, ~ y~1'~ r1-2 AND A-3 ~OR NOT~ 12E6ARDIN6 , l.A8012AT0lZY, AND SHALI. M~'T T'HE 5TAN1~}iAD 0~ UL
BEAM9 R!ND 611ZUU~Rg SPAG~V NOT LE53 THAN 4 9MOKE al.ARM9. GENTER ~ ~ 2034.
b. TNE 6R+1~12AL GONTf~GTOR SNAl.l.1'tiOYIDE AND ~u. e~ ~~r~n ro ~o,~cr rror MAINTAIN FOR Ti~ i~JI.L PERI00 OF GON9TiZUGTION, MOt~ T1~Ahl b" ~I.OW TH~ GEILIN6 F~16HT. Tfi~ GA~W30N MONOXID~ D~GTORS SHALI. ~
AU. POAM Pl.A~511G INSULATION SFIAI.1. GOM~I.Y WI7M AD~GIUATE IN5UI2ANGE GOYE~tA6E ~OR W41~K~Ry ~~?ON 314. INSTAI.I.~D IN AGGORDANG~ WfTH 'M~ 5DI.0 6ENEfZIV. STI~IJGIUlZAI. NOT~S 4 N~fiIL Z00'i ~ M/~/~G1UR~R'~ INSTRUGTION3 AND IN TN~
GOMPENSATION AND G~11/~ 6ENERAL G~ILIN61~16NT3 IN BA~NTS SHAI.I. N4'r 9~ I.~SB I.OGATION OUT91l~E ~AGH ~PARAIE 51.~PIN6
LIA811.11Y, ANV ANY 01i~2 It~',~URANG~ R~QUII~EO BY THAN 1'-E~" GL~AR, EXG~PT UND~t B~AMS, 61Rt~RS, 8. TH~ 12~51DENGE SNAI.1. 6E PR~OTEGTED A6aIN5T Af~A IN THE IMMEDIAT~ YIGINITY OF TIiE
~ r~ o~t ~u. s~ ~ot~~~ ~oa ~t~r~ ~~crioK a~o. ~ucr~ o~ on~ os~TRUCr~ot~ w~ n~ c~ PUR,GHA5fN6 AND MAINTAININ6 T'H~ ONC~'S USUAI. FIEI6HT ~fHPJ.I. BE 6'-8". ~ B~1~tZ00M5.
LIA9ILITY INSURANG~. T#~ 6~RAl. GONIRAGTOR 4. ~~T A-Z ~OR NOT~a R~tSARDIN6 ~IR~PI.AG~S Builder: ~ ?~~x?~ ,~T~ ~ ~.,~T~,~
~ SMALL GOORDINATE WI1N OWNER TO EN~URE T~fAT ALL NOT M01~ Ti~l/W'S0~ 0~ 1'HI~ }'2~QUII2~D ~LOOR AI~ . AND C.HIMA~I'f5. 0~ p s,r5,~ Di~cn.Y cow~crm c~~nY The DiCesare Company
APPROPRIATE IN~SURANGE GOYERPrtS~ ANp y/1LVEy 1~M OR 51'A~G~ SHAW. E3E I'~iMITT~O TO
~ iN ~.ace ro ~ n~r n~ ~ No ~6A~N HAY~ A~.or~v r.~II.IN6 L~55 rHAN ~i~-6" IN H~I6Hr 10. ~ 5T'RIJGTURAI. 5H~'f5 ~OR ADDITIONAI. NOTC-~3. • IN T}fE GOY~A~6E. WI1N ND }pOt'tTION OF TH~ 12EQUIf2ED PI.OOR At2~A ~r ni~w~ri~ SWIT~ ~T T'HAN 11~IOP~ A 9200 Memorial Drive
LE55 T'H~l 5' IN ~I6HT. ~ f2~QVIt2~D ~OR OY~t2 GUW2EN7 NfZOT~GTION.
'I. TFI~ 6ENCt2AL GONTtZAGTOR SNALI,. B~ t2E~PON5IBI.E Plain City, Ohio 43064
~OR AW~ SHALL TAK~ ALL L~ORTS TO I'l~OT'~GT Phone: 614.8?3.7337
WO}ZK ANO ~TY ~ROM ANY DAMA~cS~ OR l.055 i~OM T'HEFT, Y~ATHER, OR YVGRK~R C-RR~OR
. a. ~ cortr~ro~ ~u. coo~vi~r~ w~TM
Au. rt~AVC~ it~lYO~vm iK TH~ I~o.~cr ANv ~ c~uY ~vi RG ~ ~w r+~ r~o.~cr iw wu. ro G $B T 0 S.
~ 7NAr EACH rf2A~ cAN pR4~LY IN9rAJ.,l. PJ.L ~u~~~ ~oor~~~:
WOtZK AGG0f2DIN6 T01~1~ GONTlZAGT DOGUMENTS.
~ ANY PC-~GEIV~D ~08LEMS SHALL SE B1~OU6HT TO ~i~r ~~oo~~
rl~ AR,GHI~crS An~NrION IMM~DIAr~J.Y. ~ ~ ~ MA~• MASONRY° - RA t~TURN AIR A,~.~ A801/~ PINISH ~JN ~AGH WAY MO MA50NRY OP~NIN6 R.OJN. RI61iT 0~ WAY ~iHi~o ~Ar,~~ i~o ~q; ~t.
4. THE 6~T~RAL GONTRAGTOR SHALL GOMPl.~T~ ALL ~1.00R ~ ~LGGTRIG DRINKIN6 MATL. MAT~RIAL RD R,00~ DRAIN
IT~P5 ON TH~ ~INAd. PUNGH LIST PRIOR TO GL051N6 ~OUNTAIN MAX. MAXIMUM R~6. RQO~IN6 ~cow~ ~~oo~~
OUT TH~ F'RO.~GT. 1N~ qdTIR~ J08 SHAI.1. 8~ FR~ AGG. ~L, A~GG~ ~lAOR ~G. ~GTRIG MEG~I. MEGHA~NIGAL RM. R~OOM ~ 0~ DIRT AND D~BRIS, STAIN9, SP015, MARKS, AND P~- ~1"RIG PAN~I. F~. M~DIUM R.O. iZOUvH OP~NIN6 ~ixi~ i,~o sq; pt.
~ ~l.EMI51~5, THE 6EIJERAd. GONT'RAGTOR SHAL.L AGOUSTIGA~L ~MER E1~Rt5ENGY MTL. METAL SGH~D. SGHmU1.E rorAl. ~iN~Sl~v ~iRSr ~~cow~ PI.ooR¦ Z,4~IO sq; Ft.
PR,OYIDE T'HE OWQ~t2 WITH GOPIES OF ALL A.G,T. AGOUSTIGAL TIL~ ~LE1/. ELE1/ATION MIN. MINIt~JM SHWR SHOY~R
Mp,~Fq~~ER'~ yVA~R~A~NT~~g q~yn MPI~JAI.g, ADP. ADJI4GENT/ ~Q. ~QUAL MIRR. MIRFZOR 51M. 51MILIAR ,AI7.~J57ABl.E EQUIP. ~QUIPMENT MISG. MISGELLANEOUS SPEG. 5P6GI~IGATION 6A~y~: 820 aQ. Pt.
ALT. ALT~NAT'~ EJ(15T. ~J(1971N6 Mi'D. MOUNTED S.Q. SQUA~RE ~OOTA6E GOYEt2~D t~ORiGI~~ 153 sa. PC~
AL.UM. ArLUMINUM FOG ~AGE OF GONGRETE MUI.I.. MULLION 5Q. ~1'. SQUARE ~OOTA6E
ANGH. ANGHOR ~OM FAGE OF MA50NRY NOM, NOMINAL 55. STAINLESg 5T'~El. TOTAI. UNDCR R,00~= 3,Q43 sc1. ft,
AB PJrGHOR 80LT ~3 FAGE OF 51UD N.I.G. NOT IN GONT'KP~GT STD. STANDARD APf'R~OX. aF'pROXIMATE FINISH FLOOR O.G, ON GENTER 51L. ST~L
At2GH. AJZGHITEGIUl2A~L ~IN. FINISH 01'N6. OPENIN6 STOR STORA6E
AUTO AJJTOMATIG t~ FItZE EXTIN6UI~R OF~'. OPP051TE 9TRIJGT. 9'iRUGTUf2~
BSMT. SAS~N~NT FPL ~IfZE NLA~GE OA OVERAI.I. 5U5P. ~D
BfLb. 6EARIN6 FLR PLDOR OH OVERH~A~D SYM: SYNIMETRIGAI. BtZ6. ~I.. B~ARIN6 t'l.A1'~ FD. f7.00R DKAIN O.~.G.I. OWQ~ ~IJRNISH~D TB.~. T~l.~t'HONE
6M BENGN MA1~iC FT6. FOOTIN6 GONTR~GTOR N T~I.E1/1910N ~L
81.D6. BUILDIN6 ~DN. FOUNDATION IN9TAJ.I.EO THR THtZE5H01.D PINI51~0 SPAG~~ 600 eq,. ft.
GAB. GASII~T i~JRR. F~JRRIN6/PiJf~ED I'Tn, pAINT~.O T.PD. TDIL~T PAJ~ GSMT. GA~MEN7 RJW2, DN, ~p 17pWN pR pAiR DIv~NSER
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G.T. G~RAMIG TII.~ 6.G. 6~NERAL PL, I'I.ATE T.05. TOP 0~ 5T~1J~.~I.AB GOL, G01-UMN GONTRAGTOR 4~. I.AM. PLASTIG TAJN. TOP OF WPd.I. 51,~11A12~ ~OOTA6~ IS GP~LGUI.AT~D I~OM OUT5117~
GIR GIRGI.~ 6Yf'. BD. 6Yf'~,~IJM 80A~RD L,A~MINAT~ T.O,G. TOP OP GONGRE"'T~ ~AG~ 0~ 57UD ~XG~T COYEI~D POlZC.H At~A Nwtcf+ ~5 ca.u~.Arm eAS~v oN uw~ I~
GONG. GONGR~T~ HDYV. HARDWOOD 1'l.Y. WD, t'L'fYV00D TEMP, T~MPORARY At2~A,
GMU GONGR~T~ MA50NR HDR H~AD~R f'T. i°OINT 1Y1'. TYPIGAI. ,,,,.,.,~:~,~„~:<<,
UNIT H6T, H~16HT f'LF. POUND51'~2 TB TOY~.6AR GONT. GONTI1~N10U~ NYAG H~A71N6 V~NTILATIO I.II~AR ~00T UNPIN. UN~INISHED - , ~~tF ~ ,
G.J. GONTR~OL JOINT AIR GONDITIONIN6 I'N.G I'OLYYINYL I1f2 URINAI. ' f ~
GTR GOUMT~R HG HOLIAW C~OR~ GHLOlZIDE Y~. Y~RI~`( ~ ~
DL 1~ : OO ~rw Lo~,v C7 1~ ~t Hou.ow t~r~u. pou~v5 ~t v~tr. v~r~c~. DTL. D~TAIL HB HOS~ BIS 5QUA12E FOOT G,RT. YIMfI. GOMP051TION ~ 200~
DIAM, nIAN~T'~R HOt212. HORIZONTAL 4~51, p0UND5 ~~All~l~~~' 1~1V1: : ~ ~',r~~~~ ~
- - ~ - ~ TII.~ r~r~ ~ iw ~ ? ii i. ~ ,r ~ccN afv~EwED FOR AN~ . r~~~E,•~ . .
WIrI. Uir=Mivn i5uL. INSULATION SQUARE INGH V.T. YINYL TILE I IVUIr1.0 L I Vj'f'
DC-f'T. DEPARIMENT INT. INTERIOR QT. QUaRRY TILE V9. YAf'OR BARRIER DISP. 0I5PEN5ER JS7, J015T tZAD. RADIU9 WYVM YVAMEp W1RE MESH ~ L OOMPLY INITH'f~iE ~31 EDITfON 0F THE
DBI.. DOUBLE LAM. I.AMINAT'E RZf. RL~RENGE WW YELD~U WIRE ~ U ALSID~N~At C013E 0~ OWIO ~s '~h~,
GT0 p . GO O.H. DOUBLE HUN6 LAY LAYATORY fZFb. RtrRIbERATOR , FASRIG ?UGTION 1~OGUMENTS, PERMIT 5ET ~I~D R~~~ hh a',' p
DWR. DRAVeR L6T. LI6MT REIW. ftIw-OR,GINb NVO WITFIOUT 'ipuwnununu"; .
DW6. DRAWIN6 LL LI1/E LOAD RE-GD. REQVIRED WH WATER HEATER - DF DRINKIN6 FOUNTAIN ~ p LYR. I` . r BR' LOUVER RCvIL. R~51LILNT WT IN~16NT
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AR TECTURE
D N, INC.
OUT51 44'-8" 3736 North High Street OUT5IDE ~AGE OF S1UD TO OUT5IDE FAGE OP STUD Suite 201
5'-6" , „ , „ Columbus, Ohio 43214
2Q 10-2 Phone: 614.263.5888
I ~ Fax; b14,263.5900
I i ~ sandra(n,?lafontainearchitecture.com
I ~ wi Nnow ~ I
i A--~ ~ WINDOW
(212 0x 5~ D.H. (2)28x5~ D.H.
51NGL~ UNIT ~ _ . = - ~ _ ~ Mu~~~D u~ir ~ , ~ , : , - a : . .
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, 0 - _ GLG. ~ S 0 OWN~R 5HA LL i - ~ V/ VN~R SHALL DO A GARPE7 ~
u~ _ ~ N(ALK-THROUGH ~LK-THROUGH TO i ~ ~ A ~
Q 5~~ OPTION 0~ ~ GL05ET V5. ON' ~ OPTION 0~ TWO i i pg 4 N ~ 05ET V5. ONE AT ~ m 2 8x 68 ~5D m Q V ~ ~
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p ~ i- ~I _ GARP~7 i ~ - ; GARP~r ~ ~ ~_~GM -uv G 05~T ~ ~ o ~ ~ ~'1 i ~ ~ i ! ! ' ! ! ~ GARP~T ~ x ~ . J
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i i o~b m - 1 PROVIDE AGGE55 ~ _ ~X ~~~~oo~ ~ _
~ 2 ' 215 - . t ro ATTIG (MIN. 24x36) ~ GARP~T ~ WI7H PULL DOWN ~ GLG. ~ 8'-0" ~ ~
- 6 B _ I. SMOKE D~TEGTORS SHALL $E IN5 ~ ~ 21b = TALLED IN ~AGH SLEEPING ROOM, OUTSID~ OF EAGH SEPAf2ATE ` ~ r LADD~fi2, ~IELD ~ Q
SL~EPING AREA IN THE IMM~DIAT~ VIGINITY D~ TH~ B~DROOMS AND ON ~AGH ADDITIONAL STORY ~ ~ ~ GOORI~INAT~ 51Z~ ANl7 WG ~TILE 8 0
I,; ° c o5~r ~ 0~ THE DW~LLING, INGLUDING BASEM~NTS AND GELLARS SUT NOT INGLUDING GRAWI.. Sf'AGES AND i LOGATION WITH OWNER ~ ~ ~
UNINHASITABL~ AT71G5. ALL n~T~GTORS SHALL INT~RGONN~GT~D SUGH THAT TH~ AG11JA710N 0~ ~ GARP~T wG ~ ~ AND TRU55 LAYOUT I„ Q~ ~4 82 n ~
ONE ALARM WILL AGTUATE ALL THE ALARMS IN THE INDIVIDUAL UNIT AND SHALL PROVIDE AN ALARM 78 3-I WHIGH WILL B~ AUDIBLE IN ALL 5LE ~PI . NG AR~AS N~ 14~_0~~ 5~_~~~ n 12~_~° xx
. ALL D~TE GTORS SHALL 8~ APPROV~D AND LIST~D AND SHALL B~ INSr ~ ~ ~ ~ . . _ ALL~D IN aGGORDANG~ WITH TH~ MANU~AGTUR~RS INSTRUGTIONS, -
~ 4 4 „ ~ 0 2 X2 ~IX~D ~ (e = - - ~
2. REQUIR~D SMOKE DET~GTORS SHALL R~G~IVE TH~IR PRIMARY POWER ~ROM THE BUILDING WIRIN6 I I ' I (2)2BX5~ D.H. 24X24 ~IX~D ~ MULLED UNIT AZARD GLA55
' N II r WH~N SUGH WIRING 15 S~RV~D ~ROM A GOMMERGIAL SOURGE, AND WHEN PRIMARY POWER 15 I I I - INT~RRUP7~D, SHALL R~GEIV~ POW~R ~ROM A BATT~RY, WIRING SHALL B~ P~RMAN~NT AND WITHOUT ;
~ A D15GONNEGTING SWITGH OTHER THAN TH05E ~ ~ i REQUIRED ~OR OV~RGURREN T t'ROTEGTION. , ~ I
~ II ~ n ~ ~ 3/12 ~ X ~ D.++. ~ W17H SHUTTERS
_ 3. PER NFPA l2, ROOMS WITH 5L01'ED GEILINGS THAT MUST HAVE DETEGTORS INSTALLED, TH~ ~ I , - WIN1~ W W ~YVIN OW ~WINDOW
LOGATION OF THE SMOKE DETEGTOR SHALL BE 3~EET HORIZONTALLY ~ROM TH~ G~ILING'S HIGHEST ~ ~ 1 I~ f'01 NT. ~ N ~ t~ ~ t~w~NDOw Job Number: 2704
~i - I i~ i ~ ~ Permit Set
, I i i~ i ~ i~ i i j Date: 04.06.2007
: ! I - I
i ~ ! ~ ~ ~ t~ 9 9 ~ ~ 8-2 ~ I. GARB ON MONOXIDE D~T~GTORS SHALL BE INSTA ~ ~ I LL~D IN ALL NEW ONE TWO AND THI~EE FAMILY 8'-2~~~ ~ 10'-~~~~ 3~_62~~ 6~_4~~ ~ 6~_4~~
, I DW~LLINGS THAT AR~ H~AT~D BY 0 I~ NE OR MORE G~NTRAL ~0551L PU~L POYVER~D H~ATING UNITS. ~ IJ I Seal;
GARBON MONXIDE DET~GTORS SHALL BE GAPBLE OF DETEGTING TI-~ PRESENGE D~ 100 m OF ~ p ~i
GARBON MONOXIDE IN AMBI~NT AIR A p I ~ " ND PROVIDING IN TH~ MANU~AGTUREftS SP~GI~IGATIDNS AND ~ 32 0 SHALL GOMPLY WITH APPLIGABLE F~DERAL AND STAT~ REQULATIONS, AND SHALL BEAR THE LABEL i' I 32'-0" i~~_a~~ ~•'~P.~~ E~,,
I~ ~ ~I 0~ A NATIONALLY 12~GOGUI7~D STAKDARD T~STING LABORATORY, AND SHALL M~~T TH~ STANDRAD ; F,r',, ~ ~
OP UL 2034. ' ~ i 44'-8" _ ~ j SAI~'C~~^~
2 ; ~ OUT51D~ OUT51D~ ~AG~ 0~ STUD 70 OUT51D~ ~AG~ 0~ 511JD i
THE GARBON MONOXIDE DETEGTORS SHALL BE INSTALL~D IN AGGORDANGE ~ ~ WITH THE I I MANUFAGTURER'S INSTRUGTIONS AND IN THE LOGATION OUT5IDE EAGH SEPARATE SL~EPING Afi2~A IN I I ~ I.~t~~„`~~iT;~~`:~;
~ THE IMMEDIAT~ VIG ~ ~ INITY 0~ TH~ B~Di200M5, ~ t , ~1 ~',k t; ~i 1 ~`d
~I ~ I Q/~~ 2 I p A ~C~~' ' ,<<. A 4 .••'~4~,~ ~
3• GARBON MONOXID~ ' t ' ~ D~TEG70R5 OR ALT~RNATIV~ 5Y5TEM5 DIR~GTLY GONN~GT~D (P~RMAN~NTLY ~ ~ I A_7 u T . A~ `,t.,;'
~ WII~ED) SHALL BE P~RMANEN7 AND WIT I HOUT A DISGONN~GTING SWITGN OTHER THAN TH05E REQUIRED I ~ ~I n
~OR OVEft GURR~NT PROTEGTION. ~ , A-8 II ~ ~ ~IINIMUM OME WiN[?OW .7 NE~' A-8 Q•F"1',CLEAR 24" NIGH 20" WIDE
~i ~ ' i - ~~ApE ~I.pOR 6NINtAsIUM 5.0 NET SQ.FT,
sECOND
a~i ~.~cr~~c~. woR~c u~sT~.~o cr~ FL~ 0 R PLAN
AC~RbANCE 1M~ ~IE~~k ~,l~BATl~t.
ELECT~ICAL CODE. ~ '
OFlC RECEPTACLE FER ARTICLE 210-8 NEC.
~
5ECOND FLOOR PLAN
A b-plan
S)~CSCALE: = I1-0"
5~
~
~
~ ~OOaDINAT~ WINDOW S & DOOR OPENIiNGS
HOWN ON THE PLANS WI AR TECTURE
INFO TH 7HE LISTIED RMATION ON THE PROPO D N, INC.
VENTI SED LIGMr & LATION SCHEDULE. CONF
INFORMAT! ~ICTING ON REPRESENTED DOES
COMPLY WITH Np~ SECTfON 303 ORC,
. .
~ ROOM SQUARE WINDOW R~Q.'D AG7UAI.. R~Q.'D AGTUAL T~MP~R~D B~DROOM
~ NAME ~ODTAGE TYi'E GLAZ I NC~ 5~ GI.J~Z I NG 5F 1/ENT. 5~ YENT. 5~ GLAZ I NG ~GR~55 ~
LAUNDRY ROOM 4"I GASEMENT, o~~,e~ 3.8 4,3 1.9 4.3 NO
BREAKFAST ROOM I Ib 5L1D1~', ~2u q.3 6 res oH ~ vooRs voue~ H, o~~ 4 4.b 48
KITGHEN 185 cns~r, o~~ 14.8 21 '7.4 21 ND
~AMILY ROOM 300 Douei.~ H, o~ae~.e 24.0 40 12.0 50 NO 3736 North High Street
POWDER ROOM 30 Pi~ 2,4 0~' 1.2 0'~"~ WA p Suite 201
S1UDY 132 nouei.E H, o~ei.e 10.6 32 5.~ 32 NO A4-I Columbus, Ohio 43214
~ DINING ROOM 142 voue~ H, o~ae~ 11.4 92 5."I 32 NO Phone: 614.263.5888
~ Fax: 614,263.5900
~ ~ : : sandraLlafontainearchitecture.com . . . . _ . e. . , , . _ ~ _ . . .
~ MASTER BEDROOM 312 voue~ N, o~e~.e ~5 12.5 53 53 NO (4) ~ 13.3 2 A 2
` M TH 20 ~i I6.0 8.0 ~ 0'"* NO 2 ~ 4 ~ 4 O 2 - i
C Q I
BEDROOM 2 I Y, ~ H, o~,e~ f.~ ~j, 40 b. 40 HO (3) ~ 13.3 ~ ~ ~ ~ ~ A , i O i A
SATH 2 6 tror~ 6.8 0**• 3.4 0"' WA - -
i 2 TRU55~5 BEDROOM ~ I'15 voua~ N, o~e~.e 14.0 26.'1 '1.0 26•7 NO (2) c~ 13.3
T 24" O.G. ~ 2
, BATH 3 44 Fi~ 3.5 5,4~~+~ 1.75 0'" YE5 ' _ ^
B~ OM ~~1 158 ~ouei.F N, o~w,ei.e 12.6 26.? 6.3 2•"~ NO 2 c~ 1~.3 . TRU55E5 ~
~ ~1 # 5 r 6 xca a ~ AT 24" O.G. ~ ~
~ No , ' BUILDER SHALL ~
l • . / ~ I PfZOVID~ POW~R ~
i ~ l ~1 ~ VENTS A5 f2EQUl ~n ~ 1~ ~ 70 PROVID~ JJ
AD~QUAr~ ~ IY. O
~ Y~NTILA710N w ~
~ . , 2 ~ . ;r . F r7~ _ _ h,~-,1 ?u - - 1~1 V J , ' - - ~
- ~y - -
~ I. ALL HABITABLE ROOM SHALL BE PROVIDED WITH AG6REGAT~ GLAZING AREA OP NOT LE55 THAN 8~ 0~ 7HE FLOOR AREA q ~ ~ ~ ~ ~ ~n
OF SUGH ROOMS. KATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROYED OPENINGS TO
THE OUTDOOR AIR. SUGH OPENINGS SHALL BE PROVIDED WITH READY AGGE55 Of2 SHALL OTHEWNISE BE R~ADILY 2 ~ v , II
GONTROLLABLE BY THE BUILDING OGGUPANtS. THE MINIMUM 01'~NABLE AREA TO THE OUTDOORS SHALL BE 4~ 0~ THE ~LOOR AREA BEING YENTILATED. ~ ~ ~ - ~ o ~
_ _ ~ ~ - _ ~ ~ _ ~-L=. _ ~ ~ w , - _ ~ , ~
2, HABITABL~ ROOMS NOT M~~TING TH~ R~QUIR~D GLAZING Af~A SHALL HAV~ A P~RMAN~N7 ARTI~IGIAL LIGHT SOURG~ ~ _ _ _ ~ ~
GAPASLE OF PRODUGING A~N AVERAGE ILLUMINATION OF 6~OOT-GANDLES OVER THE AREA OF T4tP ROOM AT A HEIGHT O~ 30 INGHES ~ ~ ' ~ i i i ~ i ~ ' ~ i i~~~i~~ ~w ~ ~ ~
ABOV~ TH~ ~LOOR L~V~L. , ~I ~ ~n i ~ i ~ ~ ~n ~ ~ u~ o i ~ ~ i I i i u~ o ~T~
3. HASITABL~ ROOMS NOT MEETI NG THE REQUIR~D VENTA~LE AREAS SHALL HAVE A MEGHANIGAL 5Y5TEM GAPABLE OF ~ I ~n : ~ ' - ~ M'°~ o ~ ~ ; ~n ~ F~-~1 W
~ 0 ~ PRODUGING 0.3~ AIR GHANGE PER HOUR IN THE ROOM OR A WHOLE-HOUS~ 5Y5T~ ~ M SUPPLYING OUTDOOR VENTILATION AIR O~ ~ ; N ~ ~ ~ ~ ~ ~ N ~ ~
15 GUBIG ~~ET PER MINUTE PER OGGUPANT GOMPUT~D ON 1NE BA515 OF TWO OGGUPANTS ~OR TH~ ~IR57 BEDROOMAND ONE 0 E~ I ~ ~ F'~"+ I F- F- j I 1 I I I I ~ I ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
OGGUPANT ~OR EAGH ADDITIONAL BEDROOM, ~ ' Q/I2 ~i ~ d D i ~ ~ ~ ~ ~ ~ ~ d , M° 1 , ~ ~ ~ ~ ~ ~ ~ ~ J M-'-~ 1 ~ A4-I i
4. BATHROOMS, WAT~R GOMPARTMENTS AND OTHER 51MILAR ROOMS ~ ~ SHaLL $E PROVIDED WITIH AGGREGATE , GLAZING AREA IN , ~ ~ ~ ~ ~ ~ ~ _ ~ i ~4
WINDOWS 0~ NOT LE55 THAN 3 SQUARE ~E~T ONE-HALF OF WHIGH MUST B~ OP~NABLE. T1~USSES ~ o ; ~ . . ~ r /1 ~1~{
I „ ~ o ~ ~ AT 24 O.G,
EXGENTION: THE GLAZED AREA SHaLL NOT B~ REQUIRED WHERE A}~TI~IGIAL LIGHT AND A MEGHANIGAL VENTILATION I; 5Y5TEM Ai~ PROVIDED, THE MIN. VENTILATION RATE SHALL ~E 50 cfm (OR 20 cfm FOR GONTINUOUS VENTILATI01~. I i', ~I ~ , ~
~ VENTILATION AIR SHALL BE EXHAUSTED DIR~GTLY TO THE OUT5IDE. ~ , ~ - ~ ~ / W
i; ~ ~ - ~ _ rl O M Q
i! ~ I
; , r,,,+ ~ ~
. ~E ~ ~ ~ , p
_ i~ ~
~ . . , - ~ TI~U55E5
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iI - ; I AT 24" O.G. ~
~ : ~I i ~ ~ =
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il ~ I. ALL GLAZING IN HAZARDOUS LOGATIONS A5 DE~INED BY SEGTION 308.4 SHALL MEET THE I I A ~ _ A ; 2) I~ x 9~ LVL A 4~ GIRDER TRU55 4 ~ , z._ ~ a..
REQUIREMENTS OF SEGTION 308. I' - - 2 ~E 2 2 2
, I~ 2 2. EVERY SLEE PING ROOM SHALL HAVE AT LEA9T ONE OPENABLE EMERG~ NGY ~SGAP~ OR RESGUE I I
. ~ OP~I~ING. WH~RE ~MEIZGENGY ESGAPE OR RESGU~ OPENINGS Ai~ P ROVID~D THEY SHALL HAVE A ~ 2 q ~ . _ ~ i - , - _
51LL HEIGHT OP NOT MORE TH~N 44" ABOVE THE FLOOR. ti ~
~ ~ - I i 3/12
3. ALL ~M~RGENGY ~GRE55 OR RESGUE OP~NING SHALL HAVE A MINIMUM NET GLEAR 01'~NING OP ' ~1 ~i N 5.l 5Q. ~T. WITH MIN. HEIGHT 24", MIN. WIDTH 20". GRAD~ ~LOOR WINDOWS MAY HAVE A MIN. NET ~ ~ ~
OP~NING OP 5,0 5Q. FT.
N II -
'I 4. EMEtZGENGY ~SGAPE AND f~ESGURE 01'~NINGS SHALL BE OPERATIONAL FROM THE IN51DE 0~ THE ;
IZOOM WITHOUT THE USE OF KEYS OR TOOLS. ~ ~
I ANY BARS GRILLS SGREENS OR OTHER ~ ~ , , OBSTRUGTIONS PLAGED OVER EMERGENGY ~SGAPE ~ ii
WINDOWS SHALL BE RELEASABLE OR REMOVABLE FROM THE IN51D~ WI7{~OUT THE U5E 0~ A K~Y I I ~ ~ Job Number: 2704
II OR TOOL. ~ i ~ Permit Set
II II 6. iZEG2UIRED ~XIT DOOR SHALL 8E A SIDE-HING~D DOOR NOT LE55 THAN 3'-0" WIDE AND 6'-8° I I ~ Date: 04.06.2007
HIGN. THE MINIMUM WIDTH OP A HALLWAY OR EXIT AGG~55 SHALL B~ NOT LE55 THAN 3'-0". j I i SEAi~U TRUSS DRAUUiNGS WITH EtJGtNEERING TO
~I BE ON-SITE PRIOR TO INSPECTION:
I I~ I~ ,
I~ ~ Seal; ~ ~ ~y,, ~ ~ r
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II ~ ~ ! I i ~ 5~r~uc~e~u. ~~oR wu. S~rRUCr~I. It~o~arloK iwv Nor~. ; ~4598
~ i I/~ • ~ LINTELS "
BUILDEIZ SHALL NROVIDE YENTI ATI L ON AS REQUIRED TO M~~T MINIMUM GLEAR V~NT AR~AS A5 REQUIR~D BY ~~~~f~~lA4~'i~~~
SEGTION 806. GALGULATIONS ARE BASED ON PROVIDING A oA 2- 2x8's + 2- I/2" i'WD/05B FILLERS o~; ~!'t! m?
I NET AREA 0~ I TO 300 ~OR VENTILATION,
I. ~~AR 2x8, 2x10 AND 2x12 LIN7~L5 ON (I) 2x4 JAGK 57UD.
REQUIR~D V~NT AR~A AT TWO STORY AREA:
1540/300= 5.1 SQ. ~T. 2. B~AR LVL LINT~LS ON (2) 2x4 JAGK 5TUD5, ROOF PLAN J
2" GONT. 50~FIT V~NT PROVID~S .1667 SQ. ~T. 0~ V~NTED
AR~A PER LIN. FOOT.: 3. PROVIDE 2 KING 51UD5 (~ULL HEIGH7 57UD5 EAGH 51DE OF WINDOW FRAMING UNLE55 NOTED OTH~RWIS~,
164 LIN. ~T, x.1667 5Q. ~T.= 27.3 ~7.
REQUIRED VENT AREA AT GARAGE/SEGOND PLOOR:
820/300= 2.'73 5Q. ~T.
~.nt~r 4/'7CCIT VCAIT.
~ ?I ..IVI I I I YLI{I: 80 LIN. F.T, x.166'I 50. FT.= 13.4 FT. A ROOF FRAMIN(5 PLAN
~
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C''.inJ..rz: 4u s r_(7u
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SPARK ARF2~ STOR I~
WITH RAIN GAP AT
GHIMNEY TqP R{ I
A ~ ~ ~1~ • PIP l. ~TIO~l1~OT~5.
A-7 ~ AR T~CTURE
J~ ~ ~ ~ D N, INC. I. ALL PLUMBING AND HVAG V~NTS THROUGH TH~ R00~ SHALL
12 ~G BE GROUi'~D IN THE ATTIG TO MINIMIZE THE NUMBEf~ OF
? _ ~ R00~ P~N~TRA710N5. ALL R00~ P~N~TRATIONS SHAI.L B~
12 . ~ LOGATED OK THE R~AR OF THE HOUSE AND SHALL BE
~ e 5ADDL~ AT ~ . ` (r1 PAINT~D 70 MA7GH TH~ R00~ GOLOR.
ON NUDUS THIS 1 2. SHUTT~RS SHALL B~ 51ZED TO MATGH WINDOW OP~NING (I.E.
LOGATION 5~ RIDG~ VENT R00~ PLAN 0 ~OR A 2'-8" x 6'-6" WINDOW PROVIDE (2) I'-4" x 6'-6"
SHUTTERS). MANUPAGTUI2Et2, STYL~, ETG. SHALL BE
GOORDINAT~D WITH BUILD~R.
3, ALL LANDSGAP~/HARDSGAPE ITEMS INDIGATED f~PRES~NT
ARGHIT~GT'S SGH~MA71G D~51GN INT~NT AND WILL NE~D TO
30-YEAR ~ - 8E ~URTHER DETAIL~D BY LANDSGAI'~R. TH15 INGLUDES
DIM~N510NAL . VyP~LKS, DftIV~WAYS, PLANTING aREAS, ~XT~RIOR LIGH7ING,
ASPHALT ~ EtG.
SHINGLES ° 4, ALL NON-PRE-~INISHED ~XTERIOR PAINT~D 5Uf2FAGE5 SHALL 373b North Hi h Street
q~~2 30-Y~AR . B~ PR~PP~D, PRIM~D AND HAGK PRIM~D AND INSTALL~D IN g
~ DIMEN510N~L AGGOf~DANGE YVITH MA~NU~AGTURER'S R~GOMM~NDATIONS. Suite 201
" PRE-PINISH~D ASPHALT OG~E GUTTER SHINGL~S Q~12 ` GOLORS 70 BE SEL~G1'ED BY BUILDER. Columbus, Ohio 43214
LIGN 5. ALL GRA~DING ~L~VA710N5 INDIGATED ON 7HE5E DRAWINGS Phone: 614.2b3.5888
~ I , TRU55 H~EL HEIGHT t~~PR~S~NT SGH~MATIG D~51GN INT~N7 ~OR ROUGH F~; 614,263.5900
AT 12/12 PITGH AT GIZA171NG. GOORDIP(ATE FINAL J^V ENGINE~R'S I'LAN AND/OR sandraLlafontainearchitecture.com
' MAIN HOUS~, 5EE - , ~ DETAIL . . AG7UaL 51T~ GONDITIONS.
~ ; , ; . . . . , . . . . . . . . . : . . . , . . . . . . . ;:-:-:_._-_wM.,. . . . ~ . - - . . - - - ~ - . : ~ . . . . , : . . , . . . . 6, WINDOWS AND DOORS SHALL MA7GH 5A5H 51Z~5 NOT~D ON
~2 . ; . . - . . . , . . . DfZAWINGS A5 GL05E A5 P0551BLE. ALL UNITS SNALL SE
12 . : . . . . . . . . . „ . PROT~GT~D, PR~PP~D, AND IN57ALL~D P~R TH~
~ ~ ~ I2 . : . . . . 5YNTHETIG. : . ~ . ~ ~ : . . . ~ 4 ~ ~ ~ .STUGGO . . . . - . MANU~AGIUR~R TO MAINTAIN V`4ARRANTY.
v~ 0 12 . . . 7. EXTERI012 LIGHTING SHALL BE GOORDINATED WITH THE
u1 a ~L ~ ~ V~N~~R I, 'pQ = ~2 . . . ' . . . . . . BUILD~R. r ~ ~
~ . ~ . . . i l~ 0 ~ Q z Q . . • FLASHING . ~ , ` . , : : . . ~ ~ . . . . . . z ~ ~pp - . .
~ r ~ . . 0 ~ . , . . . . . . . . fL 0 : ~ 8, ALL ~xrERIOR ~INISN MA~RIALS ro B~ INSTALL~~ IN ~ + AGG0121~ANGE WITH MANUPAGTURER 12EGOMMENDATIONS TO ~ ~
~ 0 I~ ~ . . ; ' ~ ...:LIN~ OF EDGE 0~ , ; . , . . . . . : . ~ ~ _ _ _ ~ 0 ~ . . : . . . • . . . ~ HOUSE B~YOND ~ : . - . . . ~ ~ . . . . . . ATTAIN ~ULL WARRANTY. ~
~ , . . , ~ . . . . . : . . : . . . . . . ~ - . : 0 . . . . - ~ , . . . , . Q ~ . . . , . . . R~~NISH~ 3~~a , . ....:5YN7HETIG
. , 0 Q TOP 0~ D~GK ` : : . . . . : Ix8 TRIM WITH Ix2 ~ : . 5'~TUGGO . MET ROOP : . , ; ~ ' : :SLOPPING GAP ~ ~ . : Aw8 . q, GUTT~R AND DOWNSPOUT 51ZE5 AND LOGATIONS SHALL B~ n ~
. . . . ~ V ~ : , . . . . . . . . . . . . ~ . ~ : . . _ ~ ~ . ~ E . VERIFIED TO PfZOVIDE AD~QUATE DRAINA6E. ~ r--~+ r„~
. ~'(PON OR ~QUAL~ : . . , : , . . . ~ . . • - - - , „ . 10. ~ALL PR01°~GTION CAN519TING 0~ BARS, GRILLS, ~ O
. . . ~ ~ - , ' . ' . . . . . . . PROTEGTIYE GOY~RS OR SGRE~NS Af2~ I~QUIR~D ~OR ANY ~
u.l . . ' . . . ~ . . . • ~ . . , . . . ~ . . . . . ~ . . F- . . . . . . . • . . . AI . . . i ~ . . , , WINI~OW W~LL OR 57AIRW~LL WH~R~ TH~R~ 15 A ~ r Y ~
. . . . 4 . . . ~ ~ ~ p p , . : . ~ . . . , DI~~~R~NTIAL ~ROM GRAD~ TO THE BOTTOM 0~ THE WELL h'~'1 ~
I , ~ p ~ ; " 112 _ ~ ~ 0 ~ ~ . . 15 GREATER THAN 30". SUGH PROT~GGTION SHALL NOT B~ = ~
Q Q : . . . . Q~~ - . . . ~ . . . . , . . . . . . R~QUIR~D WHERE GUARDRAILS OR LANDSGAPING ~L~MENTS PREGLUDE GL05E ANfi'ROAGH TO 7HE OPEN WELL,
-~a ~ . • a o~ ~ . ~ . ~ _y . ~ . . . . ~ . . " . ~
w~ ~ ~ . . . Q . ~ . . . . . 4 - ~ ~ . . 4 - . Q . . . ~ . ~ ~ , . . . ~ o ~
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0~~ d~ ° . . . ~ : . , . ~ I~ ~ . : : ~ : : . - - , . ~ . ~ ~ o
I~ 0 a . . . . ~ 0 0 . ~ Q . II ~ f- . . . , . . . . . . , • : . . . . . • ; ~ : : . . . : . . . . ~ , , . . . . ~ . ~ . . . , ~ . . . . . . ~
• . . . . : . . ~ ~ ~ ~ I x4 SUB-51 . . . . . , , . . , _LL,....: . ~ ~ ~s • ~ . . ~ SPARK ARR~570R rY~
_~~____'~_~~~.--~~~'~~~~'r-_`______~~~~~~~~~~~~~~~~'4~--w~; T: ~ ~ ~ , . TOP OP DEGK . - - . - - - - . , . . . ' . . . . . . . . . . . • . . . . . . . . ~ . . . . . ' . _ _ _ ~ _ WITH IZAIN GAP AT W M-~ ~
i 0 IMAT~ GRAD~ 0 APPR X A . ~ RO I , PP X MATE - - - - - - - GHIMNEY TOP Z
~ VERIFY WITH 51TE PLAN - - = G~I~AD~ ~e,~ ~ ~ c~ ~ ~
I I f ~ ~~~e~ PI~"' R 3 ~ ~
~ ~ o~~ SQUAR~ ' ~ul.ruR~v i i Ch ,P~ ~ ~ W
GOLUMNS TO MATGH 5'~TONE ' I ~ ~ ~ ~ ; ~ PRO~IL~ SHOWN ~ WIATERTABLE ~ ~ o F ~ ~ d- p4 . ~ ~
~ ~ f . . ~ ~ ~ ~
i ~ ~ PI~ D V~RI~Y GOORDINAT~ 5T~P5 ~ 51 L AGTUAL , I~JTTERS SHALL BE 51Z~D ~ . : ~1f! [ ~ 12 l '
~ 6RAD~, IP l715TANGE ~1~OM TO GiZADE WITH j T(0 MATGM WINDOW- I.~. ~
~ PORGH TO GRAD~ ~IELD GONDITIONS i F(OR 2'-8"xb'-0" WINDOW ~ I ~ ~ Q~~
EXGEEDS 30" PROVID~ t PPROVID~ (2) I'-4"xb'-O" ~ - ~ I I iZAILING P~R GODE AND 5E~ A I~OR ~ 56HU7T~R5 ~ . ~
~ HANDRAIL AT 57AIR5 FOUNDATION I ~ I ~ ,
~ ~ . ~
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30-Y~A b-plan ~ ~ . 30-Y~AR ( ~l ~ ~ ~ ,
; ~ n ~ , n DIMEN51 SGALE 4 I -0 DIMEN510NAL ~ ,~~o
ASPHAL ASPHALT Q~
SHINGLE SHINGL~S ?C~ ~
ASHI~ L LASHING ~ETA~I_ ~
12 . TRU55 H~~L HEIGHT
~ AT 4/12 t'17GH AT ~ MAIN HOUSE, 5E~
Q N . : . . . . . . . . ~ , . , . . . . ;
- , - - . . ; . ~ ~ ~ , . - - - - - . . . ~ . ~ ~ . ~'~LOGATION 0~ , . . . .
. . ; . . . . DD 0 D . O~ 0 . .
12 12 . / . . . . . . . . ~ ~ : . . . . ~ _ . . ~ . . ` ~ .
~ . . . . . lY 0 ~ . . : . < . . : . . : ~ ; Ix8 7RIM'WITH Ix2 : .
. . : . . . . , . . : . . , . . . . . . . . . . . ~ ~ ~ - ~ h'f'ING . . . . - . . . . . . , . . . ; 0 ; : , . , . , . ; . . ..SL
~ TRU55 H~~L H~IG~iT . ~ . . : . . . . . : , GAPA . . : , - r 2704 . . ~YP . ox oR ~QU ~ : . . ~ n a ~ p `1° Job Numbe ~ . ~ : ~ ~ , . . . . ~ . . . . . . . . TYP . , . . . _
GORNIGE A7 I'ORGH IS . AT 12/12 I'ITGH A7 D~51GN~D TO ALIGN ~ , . . A5 A . . , . IGAL G ING T.~ ~ ~ z ~ ~ Permit Set : . ~ . : ~
GARAGE, 5E~ • _ _ _ . WITH GORNIGE AT ' . . . . . . . , , . . . . WINDOW5 , ~ ~ a O p . . . . ~ . . . . . . : - . . . . . , . . . . . . . .
- D~TAIL ~ D GARAGE . . . . . . . . . . . . . . . ; . . ~ . . ~ . . . , . . ~ .
. ~2 . . . . . A-8 ALIGN . ~ . . . TRIM ~YPON o 0 a Q ~ . . : . . R . . . , . . . I I • . . . . . . . . . . . . .
f 3 , . - . . . ~ , . . . . ~ ~ ~ ~Q ~ . . . . . " , , ; • • ~ ' ~ ' • . " ~ ' • . • , ~ ~ • ' 1111/1~il1111l~flelnfit , ~ ~ . . . . :-,°..:~.:GA51NGATIWNDOWS;..,:....,. ~ . , . . : ~ . . . . . .
. . ~ , ~ . . . , . . , . . ~ - . . . , . Se . . : , . . , . . . , . . : ~ . . , . . . . ~ . . , . . . . . . . . . . . . . : . . . . . .
~ . . _ _ - . . . . . _ . . . . . . , . ~ . , . ,,,~P~ ~ ~ ~ . . . - . . . . . ~ . . , . ~ . . . . _ ~ . . x4 5UB 51LL . , . . . : . ,
. . . ~ : . . . . . , ~ . . , . . ~
~ , ~ ~ Q . ~ . . . ' ~ . : . ' . + . ' . 'YKTH~71G~ . . . . ~ Q SA~R``~~ .
~ . ~ . ~ . ,5 : . . , 11JGG0 VEN~ER~ ~i IK . . . . . _ . L E
• . . • . , . . . . Q ~ ~ . . . . . , ' . , . . . . . . ~ 0 ~L Q ~ ~ A FG~~~ ;~l~s , . ~ PsT . : . . . . #it1 1 . . . . : , . . . . : . ~ , , .
Q , . ¦ ~ ' . ' ' ' ' . -~10 • ~ - d . ~ ~ ~ . . _ . . . ~0~ ..~Q~ r . . . . . . . . . . . . . . . _ , : ~LASHING I'~R . . . . . .
. ~ Uu~~ ~ . t~ w p Q . . . . . , . . . . . . . . . : . ; . , MANU~AGIUR~R Q Q ~ ~ 0 ~~s~,~ : , - . . , ~ . . . : . ~ .
Q ~ , . . . „ . Q ~ ~ , . . . . . : ~,I,F/~ ~ p, . . . . ~ a ~D A~ . . . : ~ :r . . ~ . . ~ + . . . . - . , ~ . , _ : . . . . • . • . , .
0 . . . , . , ~ . . . . . . ~ , . . . . . ~ ~D ~ : ~ ~ ~ ~ 0 '~H~~~n~~~~,~~,°' A . . . GULTU STON ~ , . < . . . . WATE
. . . . a . ~ ~ ~ ~ ~ . 0 . ~ , ~ . . . . . RT , . . ABLE , , 0~Q , . : . . , ~ , ~ . . . .
. . . , . . . . . . . 0 ~ . , . t- . ~ . ~ ~ ~ . . . , ~ , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . .
, . - - TOP 0~ D~GK ~ ' ' ` - - - - - - . : : . . . 70P 0 D~GK _ . ~ - , . . - - - . .
- - ~ 0 APf'ROXIMATE G1~ADE . . . . . ELEVATIONS ~ _ o APPROXIMATE GRADE,
i ' - - - - - V~RI~Y WITH 51T~ PLAN - V~RI~Y WITH 51T~ PLAN
~ ~ ~ i
~ ~ ~
~ ~ ~ ROVI~ -i'ROVIDE SHUTT~RS A7 ,4NPROXIMA7E ;
~ IwI IA '1"'"'"""_""~"_"_ I \I N~~I 1 WINDOWS GL05E5T TO ~~'D~ ~
~ 1 ~~oNr ~ ~RONT ~LEVA710N ~ E
1 I
10" SQUARE i
GOLUMNS TO MATGH i I
PROFILE SHOWN ' I I
I ~ i 5EE A-I I ~ 5EE A-I FOR ~
~ POUNDP POUNDATION I
-----------1
i ELEVATION-,--------------------------------------------
I II - ~ I II b-plan
~''.~CiALE: I-0 I
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SPARK AfZf~STOR Y~~I OI I`10~~~~ AR TECTURE
~ ~IITH RAIN GAP T D N, INC.
HIMNEY TOP I. ALL PLUMBING AND HVAG V~N75 THROUGH 7H~ R00~ 5{iALL
C . ADDLE AT THIS ~E GROUPED IN THE ATTIG TO MINIMIZE THE NUMBER 0~
~ ~ • . 710K 5~~ ONTINUOUS ` OGA ~ ROOF P~N~TRATIONS. ALL R00~ P~N~TRATIONS SNALL BE
~ . ODF PLAN RIDG~ V~NT LOGAT~D ON THE REAf~ 0~ THE HOUSE AND SHALL BE
PAINT~D TO MA7GH 7H~ R00~ GOLOR.
2 ~ I 2. SHUTT~RS SHALL B~ 51Z~D TO MATGH WINDOW OPEKIN6 (I.~.
30-YEAR FOf2 A 2'-8" x 6'-6" WINDOW PROVID~ (2) I'-4" x 6'-6"
I ONAL ~ 2 DIM~NS U ASPHALT SHUTTERS). MANUFAGIURER, STYL~, ETG. SHALL BE
~ ~ SHINGLES GOORDINAT~D WITH BUILD~R.
~ ~
3, ALL LANDSGAPEMARDSGAPE 17EM5 INDIGATED REPR~S~NT ARGH17~G7'S SGH~MATIG D~516N IN7~NT AND WILL NE~D TO
~2 Q/ BE PURTHER DETAILED BY LANDSGAPER. THIS INGLUD~S
~ WALKS, DRIV~WAYS, PLANTING AR~AS, ~X7~RIOR LIG{~TING,
ETG.
4, ALL NON-P~E-FINISHED EXTERIOf~ PAINTED SUR~AGES SHALL 3736 North High Street
" P12~_FINISHED B~ Pi~PP~D, PRIM~D AND BAGK PRIM~D AND IN57ALL~D IN Suite 201
TT~R / OGE~ GU i AGGORDANG~ WITH MANU~aGTURER'S REGOMMENDATIONS. Columbus, Ohio 43214
GOLORS TO BE SELEGTED ~Y BUILDER. Phone: 614.2b3.5888
, TRU55 HEEL HEIGNT 5, ALL GRADING ELEVA710N5 INDIGATED ON TH~SE DRAWING9 FaX: 614.263.5900
~ AT q/12 PITGH A7 i . . ~ . . . . t2EPf2~5EN7 SGH~MATIG D~51C~N IK7ENT FOR ROUC~H sandra(r~lafontainearchitecture.com
' MAIN HOUSE, 5EE ~ ~ ~ . ~ . . . . ~ ~ . ~ _ D~TAIL . . . . , . _ . • _ . . . . , . . . . Gt2ADING. GOORl~INATE FINAL W/ ENGINEERS PLAN AND/OR
. , . . . - . - , . . . . . . . . ~ . . , . : . , ~ : . , . . . ~ ~ , . ~ . . . . , . . . . . . . ' . . . . . . AG7UAL 517~ GONDITIONS,
_ . . . . . . . . . . . . . . . . : _ , ~ . : . . LASHING„ : . . : . . . , . ~ . . ' 6, WINDOWS AND DOORS SHALL MATGH 5A5H 51ZE5 N07~D ON
. . . . . • . ~ . ; . . . . 0 . ~ . , , . . ~ . . . ~ • ~ ~ ~ . . ~ . ~ ~ . : : . : . . ~ . DfZAWINGS A5 GL05E A5 P05518L~. ALL UNITS SHALL BE
~ . ~ . . . . . . . 0 . . . . ~ . 2 . ; . . o ~ ~ . ~ . . . . . / . . . . ~ . x8 TRIM WITH Ix2 ~4 . . . . ~ . ~ PR07~GT~D, PR~PP~D, AND INSTALL~D P~R TH~
. „ . , , . lU Q ~L . . ' ~ . ~ SLOPPING GAP~ . . . . . TR ~ ~ ~ ~ ' . ` . . . . ~ U U55 HEEL H~IGHT , , . . . . r MANUFAGTURER TO MAINTAIN WARRANTY.
-w ~ ' ~ Q ~ ~ ~ . . . . : ...FYPON OR EQUAL . ~ ' ~ ` ~ . LIN~ OF GARAG~ AT, , . 12 PITGH AT . n ~ . . . Ar i~~ ~XTERIOR LIGHTING SHALL BE GOORDINATED WITH TI-i~
i !L 0 ~Q TYPIGAL GA51NG A . i: . .:.,.~RONT EL~VATION . i p _ X . " . . . ~ . . . ~ ~ ~ ; GARAG~, 5EE ~ ~ . : : N4INDOWS BUILD~R. w
. a. r ~~0 ~ ~ ~ ~ ~ ~ " ' ~ ~ ~ - DETAIL ~ 0 p ~ ~ . . . . . . ~ ~ ~ ~ , . ' A-8 . . ?
0~ ~u~ . ~ ; . . . . . . . . . . . _ . ~ Q . . . . ~ ~ . . IM . / , . I- ~1 . . . . FYPON~~O . . ~ g, ALL ~XT~RIOR ~INISH MAT~RIALS 70 B~ IN57ALL~D IN ~ ~
, ~ . . , . . . ` Oa . ~ . . . IMII.IAR ~ . . . . . . , ~ . - . ~ . . . , . . . . : . ~ . ~ ~ ` QUAL TYPIGAL . . . . ~ AGGORDANG~ WITH MANU~AGIUR~R i2EGOMMENDATI0N5 TO ~ ~ arrAiH ~u~~ wAftRANrr. ~
~ 70P OF DEGK ' : . . . : . . : GA51NG AT WINDO . . , . ~ . - . . . . . , - . .
. : . . . . . . . . . . L ~ , . . . . . . . : - . . . . . . ~ - - - ~ . . - . - GUTT~R AND DOWN5POU7 51ZE5 aND LOGA710N5 SHALL B~ ~ 9. ~ ~
j Q V~RI~IED TO I'ROVID~ ADEQUATE DRAINAG~, ~ O
. . . . . , . . . ~ . : , . . . . , . . . . ~ :
. . . . . . . . . : , . , . . . . . . ~ 1 0. ~ A L L P R O T E G T I O N G O N 5 1 5 T I N G O F B A R 9, 6 i Z I L L S, ` ' ~ Q 4~ ~ROTEG7IV~ GOVERS Of~ SGREENS ARE R~Q U I R~ D ~ O R A N Y r r ~ ~
. . . 0 Q - . . ~ . 0~~ . ~ : . ~ , ~ . , . . . _ . . . . . WINDOW WELL OR 9TAIRWELL WHERE THER~ 15 A ~ w~.
~ . ~ 5 THETIG . . . . . ' ~ . 'rN 0 . . ~q ~ DIF~~R~NTIAL ~ROM G12AD~ TO THE BOTTOM 0~ 7HE WELL
~ ~ ~L ~ p . . : ~ . . - _ _ . : . ~ : . : . . : 57UGG0 VENIEER . '~qWR V~J . • . ~ ~ : p Q 15 GREATER THAN 30". SUGH PROT~GGTION SHAL L N O T B E M"~ r1 . ~
: : = : : . . . . . Q I~ . . . . ~ ~ Q , - . . , • . . , . La z F- . . . : . . . . ~ Q~~ R~ Q U I R~ D W H~ R~ G U A R D R A I L S O R L A N D S G A P I N G ~ L~ M~ N 7 5 r n F'~i r
~ Q . ; . t~ 0 _ ~ . . . . . OQ dJt~ ~ , . . . . . , . : . ~ p PI~EGLUD~ GL05E APPROAGH TO THE 01'~N W~LL. V J n ~ v ~
_ . . . . . ~ . ~ 0 . . . . . . , Q 0 p u. . . : : ~ , . : .:Ix4 5UB-51LL:: . . . . . . . D- 0 W 0 ~
~ 0~- a . , ~ . . . . . ~ . . . , ; 0 . ~ . . . ~ IL ~ : : • . ~ . . . . . . . .
p d , : . . . : ~ . . ~ ~ ` . . . f . , . - T~P 0~ DEG . . . . . , . : . _ . . _ ~ ~ . ~ ~ ~ ~ - - - - - - - . , . , . . , . : _ _ . . . . . . . . ~ . ~ . . ~ : , - - - ~ ~ ~
. . . , . . ~ , . . - - . ~ - - - . . TOP OF DEGK _ - API'ROXIN 0 r~ ~ ~ -API'ROXIMATE GRADE, J
_ FLASHING P~ft _ _ - ~ VERIFY WI VERIFY WI7H 51TE PLAN ~ T} ~ ~
0 APPROXIMATE GRADE, . _ _ - - . ~ - ~ ~ - . _ _ - MANU~AGTUR - V~RIFY N117H 51T~ PLAN ` r+~'M ~
! - - _ ~ I E-+-~ F..~
I i(~E 1~f i T T ~ WINDOW VV~LL APPROXIMA'T~ I I I "L"L"' _'L-_ 'J~ t I ~ ~ t I~; GE~DS 30" GULTUI2ED STON~ GRAD~ ~ ~ ~ _ ~ ~ ~
~ I I - - ~ ir--r ~ r r r ri~ II t ' I PROVIDE WAT~RTABL~
~ ~~_-~-='-_L==1=-1=-1-J~ ~ PROT~GTION, 5~ ~ ~ w
~ ATION NOTE #I I ~ LEV C , ~
~ ~ ` . , . d' , ~
~ PROVID~ DRAINAG ~ . WINDOW IN~LLS G ~ A7 , , b W
~ GONNEGT TO ' . rl M Q
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~ ~ , , . . ~ . r+ ~--a ~
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~
A-7 30-Y~AR
~ b-plan I2 DIMEN510NAL
ASPHALT SHINGLES
, ~ u ~ i _ n ~ . SGALE. ~4 I 0
~ I ~2/~2 JISH~D
" PR~-~INISH~D ~ OGE~ 6UTT~R i~R ~ ~ ~
H~IGH7 , 7RU55 HE~L ` rl 1!
~ Ar a/I2 PITGH Ar
, ~ MAIN HOU9~, 5~E . . tl1 . ~ ~ . . . f ~ ~ 12 Q , . . . . . .
DETAIL . . . . . . - ~LASNING : : . ~ ~ • y"
. . Ix8 TRIM V~ITH Ix2 ~ ~ : ~ w++~~e Roo~ . .:;f ~ I ~ ~ . ME~TS, FEOUSE ' . ~ I
• 5 01'PING GAP ; ' LASHING ; : ~ ~YPON OR ~QUAI. ~ . ~ . ~ ~ . ; : . : . . .
~ GAT ' - ~ TYPIGAL G~451N , i ~ . : ~ ~ . ` 30-Y~AR , .
~d ~~0 ~ . ~ ~ 0 WINDOWS . . . ~ . . . . . . ' . . ; l,r DIMEN510NAL i I Numb r 2704 Job e: -
- w I~ ~L ~ . . . . . : ~ - • A . . ~ ~ . . • ~ ~ 2.. i' ~ ASPMAL
-~o n u, . : ~ i ~0 , p_Q , ~ .;f~ SHINGL~S ~ ~ 12/~2 Permit Set ~ . Q~ ; ; ~ Date; 04.06.2007
~ 0~ r ~ ~ Ixb TRIM ~YPON Of2 ~ p ~ ~ EQUAL TYPIGAL SYNTHETIG . . , , . : , " ~GORATIV~ LI~HT D , ~ r.
p~ GA51NG AT WINDOW ~ STUGGO V~N~~R . . : FIXIURE , ~ A 8 '~N~~R . .
I- SL ~l . , , ~ . 0. ~ . . . 0 ~ ~ . . : . . . . ~ T~ , . ~ . . ' GOORDII~W WI~ ~ !
0 4 . I- 70P 0~ DEGK : . . . . . . f`~~ OWNER ~ Seal: - . . < ~ ~e l
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PROVIDE ~ - PROTEGTIC~N, 5EE I 6ARA6~ DOOR5 I ~
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PROVIDE IDfZAINAGEAT WINDOWV WELLS, ~ ~ i
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GONTI NUOUS GONTI NUOUS A
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AR TECTURE D N, INC.
THE GONTRAGTOR SHALL Pi~OVIDE A MIN. 0~ EXTERIOR
GRADE ROOF SHEATHING (05B) WITH 15# ~ELT OR PER
ROOPING MANUFAGIURERS f2~GOMM~NDATI0N5.
2~ Tf~tE GONTRAGTOR SHALL PROVIDE ADEQUAT~ FLASHING
AND GOUNTER ~LASHING A5 REQUIRED ,AT ALL WALL OR ROOF INTERSEGTIONS, ROOF I'~NETRATIONS, GHIMNEYS, ETG.
TO PR~V~NT L~A~CS. IN ADDITION, rH~ coN~tzA~TOR SHALL 30 YEAR SHINGL~S ON
P120VIDE UNDERLAYMENT PROTEGTION, EAVES PROTEGTION 12 „ „ MIN. ROOF SHEATHING
MEMBRANE, IG~GARD OR EQUAL (STIGKY BLAGK pg~ INITN 15# ~~LT TIAL OF ~ ~ Q POTEN
MEMSRAN~) A7 ALL LOGATIONS THAT HAYE A
LEAKING OR PONDING. AT ANY R00~ AREAS WITFt A PITGH 0~ 4:12 OR LE55 THE GONTRAGTOR SHALL PROVID~ ~ULL ,~TT I G
GOV~R UP A MIN, 0~ 3'_0" LK THftU TRU55E9
PER MANU~AGTUI~R
TOR SHALL N1~OYIDE THE ~OLLOWING MI~IIMUM B 3. 7H~ GONTiZAG A-8 WI71~ MIN. q 14/"
INSULATION: R-30 AT ATTIG/ROOFS, R-IQ AT 2x6 WALLS, R-13 AT 2x4 WALLS, R-13 AT GRAWL SPAGE WALLS, AIR BOTTOM GHORD
INFILTRATION SEALANT AR4UND aLL WINDOWS AND 3736 North High Street
TTENUA710N INSULATION AT ~ EXT~RIDR DOORS P~ND 50UND A TRU55 HE~L HEIGHT . Suite 201
ALL INTERIOR WALLS AROUND BATHROOMS, MEGHANIGAL MIN. R-30 TH~RMAL A7 4/12 PITGH AT ~ Columbus, Ohio 43214
AREAS, LAUNDRY ROOM AND B~DROOMS. I I BATT INSULATION MAIN HoUS~, 5E~ ~ Phone: 614.263.5888
AD~QUATE TERMITE ~ 4. THE GONTRAGTO}2 SHALL PROVIDE n~rA~L Fax: 614.263.5900
TIONS TO MEET GODE. I Y PROTEGTIOK AT ALL LOGA sandra(n;lafontainearchitecture.com
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5. aLL GAULKING/S~ALANT TO B~ GOLOR~D, PAINTED OR O ~ Q ~ AND MATGH ADJAG~NT ~ ~ ~IKO ~ld
~INISH~D A5 PER MANU~AG7UR ~ ~ L Tf~IM GOLORS OR AD.IAG~NT MAT~RIALS. ~ G~ G 0~7 I"1~5~~~ - 0
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I 2" GYP. i ~J ~ 0~ INSULATION WITH / REGOMMENDATION Q ~ o,~~ ~ ~ ~o,~ oo~ ~ ~
BD. AT INTERIOR ~ i ~ ~ p~_ A-l DOQ o0~ ~
2x4 51LL F'LATE i U5E WftAP-TN~K 0 CT~ ~ ~ / ~ ~ ^
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R- 0 T MAL ~ TT i i WAT~RTABL~,INSTALL ~ l~G~~..t~t~l~' AT ~INISH BSMT. ~ « ~ ~ ~ ~
IN5 A ON i i ~~,5 i PER MANUFAGTUR 1~'•~J I'I I`4 I ~ ~ } ~
I ~ REGOMMENDATION _ ~ i ~INISH WALL AT ~ ~ ,~1 71 ~
1 I ~ ` ~ -IN ~ ;r I r ~ i BASEMEKT- GYP. 5 n. i i Q p E.j..~ O N 2 x 4 W O O D 5 7 U D I I p / Y' ~ ~
~ i ANGLE AND S~ALANT _ ~ MANU~AG1VR~R ~ P~R WI7H I" AIR SPAGE, r~ w
2 I 2 6~ ' rr~IGA~ I I ~ v ~
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I I~" T.J.I s AT I6 O.G., a~ P~R MANU~AGTUR~R'S " GONG, SLAB ~ I ~
5~E STRUGTURAL . ENDATION ~ R~GOMM 4 ~ ~ 1 ~ ' 1 ~ . , . . . . ~ ~ / ~
~ .u~ + ~ ~ ~ \ .j ~ ~ ~ • ~ 1~'1 ~
~ a APPROXIMAT~ GRAD~ 2x6 7R~ATED 5 LL d a
pLATE W/ 51LL SEALER, a ~ ~ n ~
ATTAGH WITH ~ ~ ~ i~ I~
ANGHORBOLTS (MIN. b-plan
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FROM GORNERS) LOP~ GRADE AWAY ~ROM ~ ~MBEDDED PER GODE d a ADDITION TO PROVIDE
. . „ r-~" MINiI OR PER FOUNDATION . N051TIV~ DRAINAGE-MIN. 6 T-G" MINiMUM CLEAR CEILING HEIGHt
~ , „ REQUIRE Di~AWINGS IN 7H~ FIRST 10-0 ~ nUCTS, C REQUIRED, WITH 6'-8" UND.ER BEAMS, nUCTS, GIRDERS, SOFFITS, ETC., PEH
d ~ ~ . DUHLIN ~ DUHLIN ORDiNANC~.
. .
I. ENGL05~D AGGE551BLE SPAGE WND~R 9TAIR5 SHAI.L HAY~ YVP~LLS, UND~R STAIR SURFAGE AND ANY~ So~FITS PROrECT~D oN ri~E STAIRWAYS ~ STAIRWAYSSHALLCONt~.~; RAILING AT
. ~NGL05ED 51D~ WITH I/2" GYPSUIM BOARD. WI7'H SECTIf WI7'H SECTION 314 ORC & MIN. 34"
. ~ CITY OF DUE CITY OF DUBLIN ORDINANC~ GOORDINAT~
2. MINIMUM NEADROOM Ix ALL PAR'T5 OP 7HE STAIWNAY SHALL NOT B 7-3f4" MAX, f 7-3f4" MAX, RISER HEI(3HT 8 : STAIR INFO.: 5N~"~ ~ GL05~7
. LE55 THAN 6'-8" MEA5Ut2~D VER;TIGALLY ~ROM THE SLOPED PLANE ~p• MIN. TRE ADJOINING THE TR~AD N051NG aR ~ROM 7HE ~LOOR SURFAG~ OF TH~ 10" MIN. TREAD DEPTH G 05~T Ib RI5ER5 ~ OWN~R ~ "I~" ~AGH= 10'-I~° I
~ LANDING. ~ 15 TREADS ~ 10" ~AGH
3. MAXIMUM RISER HEIGHT SHALL B~E 1 3/4" AND THE MINIMUM TR~AD HANDRAfLS AND GUARDS
- DEPT++ SHALL SE 10". THE GREArT~ST RISER HEIGHT YVI7HIN ANY ~LIGHT T~ pOURED GONGRETE ~OUNDATION OF STAIRS SHALL NOT EXG~En 7HE SMALLEST BY MORE THAN 3/8". ~ TO MEET S~CTIONS Job Number; 2704 R311 AND R312
~ GYP. BOARD ~ Q ALL 5U8MITT ~ ~ d WALL-GONTRAGTOR 5H ~004 RE~ 2004 RESInENTIALCO ~~#Id" 7I8" T~~ Permit Set
IT 4. tH~f~ SHALL SE A LANDING OR, ~LOOR AT TH~ T01' AND BOttOM 0 . ~ ~ ~ ~DUNDATION DRAWINGS SHOWING ~1 2x4 STUD VyALL W o -tle" TJI 14 Date: 04.06,2007
T7 QO f2~IN~ORGING, 51ZE, EXPAN510N EAGH STAIRWAY, ~XG~PT A7 INT`~RIOR 57AIR, PROVID~D 7HAT A q~ 0 R-13 THERMAL BA a o
d INSULATION JOINTS, E7G. SEALED 8Y A LIGENS~D DOOR DOES NOT SWING OVER TYHE STAIRS. 12 13 QO
- =rv ~ ° . D~51GN PROFE5510NAL. ~ ~ 2 AIR SPAGE . 5. TH~ WIDTH OF ~AGH LANDING SHfALL 8E NOT L~55 THAN TH~ STIt2WAY HANDRAIL V HANDRAIL WITH CIRCULAR ~ ~ S eal: ~ r=
ID~ WATERPROO~ING VED AND SHALL HAVE A MITVIMUM DIMEN510N OF 3b" IN THE 1 114" MI~ 1 114" MINJ 2 518° MAX. ~ Q~ U- ~ LANDING-9 ~ NYRY ~
~ 0 2x6 PR~55UR~ . PROV 5ER a ° 4 a. A7 ~OUNDATION 1NALL DIREGTION OP 7RAV~L. NO ~LICH7 OF 57AIf~5 SHALL HAV~ A DIAMETEF ~ TREATED 51LL PLATE " BETYVEEN ~LODR L~VELS OR EQUIVALENI DIAMETER OR PROVIDE irr ~L ~ p~ 8 m~ 5.~,,..~..~~~...°....,.~ :°~w EQUIVALENT GRASPABILITL~ ~ z - ~ GL05~T
0 a' P~R GOD~ VERTIGAL RISE GREAT~IZ THAN 12 0 p Q ~ 0 p -I~ p~t ? i- z r'
~ „ LANDINGS, ~ ~XPAN510N . , ~ ~ ~ ' 6 ~ ' ~ ~AP~~~~r1
~ MATERIAL ~ c ~ PROVID~ GRAVEL ~ ~ a o ~w 6, HANDRAIL5 SHALL BE PROVIDEA7 ON AT L~A57 ON~ 51n~ 0~ ~AGH a O ~ILL TO ALL 0 ~ u- ~ ~ ; Ai~~3°~!
~INISH ~LOOf2 (SEE ° RAINAGE TO STAIR WITH FOUR (4) OR MORE I~t15~R5 AND SHALL BE A MIN. OF 34" 0 ~ ~ (3) 2x12 4 ~1 #~i1131'~~
N p OF 38" MEASURED VERTIGALLY FROM THE SLOPED PLAN ~OR LOGATIO ) P~RIMET~R DRAIN AND A MAX. F ~ STt~INGERS, ~ .
ON 4" GONGRETE SLAB d, PLANE ADJOINING 71-I~ TR~AI~ Nc051N6, - ° Q~ TYPIGAL ~ /s*'•••
. n , O MIN. 3 DIA. TILE TO 8~ GONTINUO~US ~OR TH~ ~ULL L~NG7H OP 7H~ STAIR INFO.: ,~'°y,,~~R~D A~'~'~; II ',I'~~lII111i11fitl11111111~~j1'~`~S
~ a ~o ° ~ LLOW DRAINAG~ 7• HANDRAILS SHALL . . 4 o A FLIGHT, ~ROM A POINT DIREGTL'Y ABOVE THE TOP OF THE f215ER TO A . o cpo TO SUMP PUMP OR 16H7, I I ~/8 7,1 I6 RI5~R5 ~ ~ I 7/8~~ r~l 0 ~ 'I~" ~AGH= 4'-0~~~ 2
~ . . . ~ 08o POINT DIREG7LY ABOY~ 7HE LO~W~5TRI5~R 0~ T~H ~L O DAYLIGHT F TERMINATE INTO NEINEL P05T5, ~ ~ 15 TI~ADS ~ 4 3
° 000 HANDRAILS SHALL BE REIURN L~ OR 0 0~ e. HANDRAILS ADJAGEN7 TO A WA1LL SNALL HAV~ A SPAGE 0~ NOT ~ ~ ~ lo EAGN 5 (3) 2x12
~o 00 ~ 7HAN I I/2" 8E7W~EN THE V~4ALL AND HANDRAIL. o a, o0 o L~55 ~ ~ ~ b d~ STRINGERS, SECTIONS /
0 0 0 . . ~ 0 0 ~ ~ 4 Q p ~ TYPIGAL
= S~ GUARDRAILS (NOT L~55 THAN 3i6" HIGH) SHALL B~ PROVID~D A7 AL Q - ~ ' ~ I N I SH~D ~ ~ ~ ; M~~"' LltNDING-8 ~ ~ DETAILS
0o a PORGHES, SALGONIES OR RAI5~l7 FLODRS LOGAT~D MORE THAN 30" ~ a ~ ~Q~ ~ ~o ~SMr
ABOV~ THE FLOOR OR GRADE. ONEW51D~5 OF STAIRS WITH A TOTAL MIN. 6 MIL. ~ AN 30" SHALL. HAVE GUARDRAILS NOT LE55 THAN
o - Q- Q-- I~ISE OF MORE TH vA~oR 34" HIGH. GUARDRAILS SHALL fB~ MEASUR~v V~RrICA~LY ~ROM rF+~ t~~~ ~2 0 Q ~ 13 4" GONG.
BARRIER N051NG 0~ TH~ TREAD9. I~ 0 u~ SLAB
4„ 8„ 4„ OOTINGS SHALL
MIN. 4" GOMPAGTED wei i winr BEAR ON UNDI5TUf28ED q• REQU112~D GUARDRAILS SHALL INAVE INTEt2MEDIATE RAILS OR 0. O.J~~~~ ~ ~ -
AGGREGATr= FILL SoIL- A M n. ur ORNANfEN7AL GL05URE5 WHIGH DO NOT ALLO A55AG~ D~ A .
_ ELOW GRAD~ „ ~ P PLAGED ON UNDISTUREfl B I 4
NATURAL 501L 5E OR ~ionl Al pll 46rwA S ?o, The, t6al r c, or yhall rtlJi J~,DIAM dtG iIIvM~Nq a P i
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L85/5Q. ~T., MIN. ~XP05U1~ 5 LB5/5Q, ~T., MIN. EXP05URE 5
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373b North High Street
Suite 201 METAL PLASNING Columbus, Ohio 43214
METAL ~LASHING ADJUST H~~L H~IGH7 AT MET
12/12 PITGH TO ~LIGN GOfi~KIG~ WITH T'HAT A~T „ Phone: 614.263.5888
I~ 5" ALUM. 9/12 PITGH 5 P ~ 5~~ ALUM, F~: 614,263.5900 ~
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2" GONT. VENT BA7T INSULATIO~N ~ 2" GoNT. V~NT BArr INSULArION ~ ,
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INSTALL~D P~R ADJUST HE~L H~IGHT
MANUFAGTUR~RS R~GOMM~NDATIONS 12 A7 12/12 i~ITG~f 70
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5UB-FASGIA GOOi~IDNAT~ WITH ~
, METAL , f.--~'"~ OWN~R IF GARAGE 15 70 Q Q METAL ~LASHING BE INSULAT~D-MIN. R-30 " ~~u
~LASHING ,f 2x6 J015T5 AND TH~RMAL BATT ~ ~ ~ ~ ~ ~
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GUTT~R ~ ~ , 'ROUGH' BE;AM AT * * OG~~ GUTT~R = ~ - W ~
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~ W/PLYhI00PD BETWEEN z z Ix8 ~A9GIA Permit Set
u~ _~N ~ i Date: 04,06.2007
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ATTAGH TO BEAM WITH I IU P05T TYP~ ~ASTENER ~ d IL Q~ ~ OWNER I~ INSULATION ~ S E C T I O N S/ ~ 19 DE5IFZ~D AT 0
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57`RUGTtlRAI. NOTES
A. 6EN~RAL E. 57~RUGTURAL STEEL
1. THE STRUGII~RE HA5 BEEN DE516NE0 U51N6 THE ~006'RE510ENTIAL GODE OF d. AT F.HGH 510E q T FN,H 510E OF ALL GEILIN6 J015T MEM8~R5 WHIGH SUPPORT BERRIN6 51UD5 L E G E N~
OH I D(~Oi06'RlA) . I, 1MT~R I AL5 A80VE l Ni~E71~R FULL-DEPTH BLa BOVE l Ni~lE71~R FROM I ND I V I OUAI. P05T5 OR GONT I NUOU~ WALLS) , I NSTAI.L 501. I 0 ULL-DEPTH BLOGKlN6 BETNEEN ADJAGEN7 GEILIN6 J015T5 LOGATE~ AT MID-SPAN 5~ ~~~PT~~ i q~ ~ r„
~ = 50 K51 ASTM '11- TM A4 THE 57`RUGTI)RE I5 OE516NED TO BE SELF-SUPPORTIN6 AND STABLE AFTER THE a.`ROLLED WIDE FLAN6E SNAPES (W) Fy , A5 44b OR A5 92. AND QUART~R PO ND QUART~R POINTS OF TNE SPAN. 0
T ~111LDIN6 15 FULLY GOMPI.ETED. THE GONTitAGTOR 15 50LELY'RES~PON5181.E TO b.'R~OI.LE~ SHAPES (5, M, HP, ANO GHA~~PIELS) ~ Fy = 5~0 K51, ASTM A5~?-q4b, e. IN5 ALL DOUBLE NSTALL DOUBLE J01y75 UNO~R INT~RIOR NON-BERRIN6 PARTITIONS. r
DET~RMINE ~REGTION Pt~OiGEDURE AND 5EGIUENGE TO EN5IJRE THE SAFETY OF THE G, AN61.E5, PLATES ANO BRRS~ Fy - 36 K51, ASTM A36~-44, f. INSTALL MINIhUI T 61i~R BUILOIN6 AND IT5 Gah~'aNENt PRR75 DURIN6 ~REGTION. THE GONFRAG OR SHAI.L d, HOLLOW 57`RUGTURAL SEGTIONS (H55, T5)~ Fy = 4b K51, ASTM A500-84, 6RADE B. TfiU55E5 NSTALL M I N I hUM Dq1BLE .JAGK BF.~R f N6 5TUD5 UND~R EAGFI END OF ALL BEAMS AND ~ ~T~ ~'~I D6E -',i~ ~ Ii~R TRU55E5, UNLE55 NOTED 07H~RW15E, ~ ~ N
DE516N, lNSTALL AND 5UB5EQUENTLY'REMOVE ANY SHORIN6, SHEET(N6, TEMPORRRY a,'~pUND PIPE~ Fy = 35 K51, ASTM A501-q3 OR ASTM A59-Q3o, 6RhDE B. g. lNSTALL STANDRI NSTALL STANDRRD TI~REE-STUD GORNER GON57'RUGTION AT IN51DE AND OUT5IDE GORN~RS, V ~OOF VALLEY
q PROV101N6 NAIL 9RAGIN6, 6UY5 OR TIEDOF^C~~ NEGE55RR'f TO MAINTAIN SAFETY AND STRUGTURAL f. H16H STREN6TH BOLTS~ ASTM A3~5 OR A4 0. RON101N6 NAILIN6 SIJRFAGES F~OR SNEATHIN6. INSTALL BLOGKIN6 A5'REQUtRED. N~ T p00R AND W I NOOW OPEN I Nff~ I N I NT~R f OR BEAR I Nb WAI.LS, I NSTAI.L A M I N I MUM G GE I L I N6 .!D I 5T ~i~•
STABILITY pI~RIN6 GONSTi~UGTION. ANGI~OR'f~ AT STEEL fALUMNS HAVE NOT 9. ANGFIpR'RppSi ASTM A301 OR ASTM A36. h. AT pOpR AND WII BEEN DE516NED FOR, AND WILL NOT PRWIDE, TEhtl~ORAR'f SUPPORT FOR GOLUMNS h, ELEGTI~ODES~ SLRIES E10. OF TWO ,1AGK BFa F TWO JAGK BEARIN6 5TU05 AND ONE FULL-F~16HT KIN6 STUD AT EAGFI END OF ~y~ LAMINATED YENE~R LUhB~R {MICRO=LAM, ETG,) ~
u~D GOrwEG~ED PRAr~ I r~, DuR I rr6 GONS~uGr I 0?a. i, ExP,4ri51 ON BOLrS ~ H I L? I KW I K BOLT 3 OR EQUAI.. HF.~O~RS, UrrLES! EAO~RS, UNLC-55 NOTED OR SGHEDULED OTHE~VISE. i'~ r ~~ii~~~~~~
J. GHEM I GAL ADhE51 VE MIGI~ORS ~ H I LT I FIVA OR EGXJAL . 3. THE GON1`RAGTOR I5 50LELY~RC5PON51BLE TO FOLLOW ALL APPLIGABI.E SAFETY AT DOOR AND WII T DOOR AND WINODW OPENIN65 IN INT~ftIOR PAR11?ION (NON-LOADBEARIN6) WALLS, p~~l-LEL STRAND LUMB~R IPARALLAMJ
AN AT ON5 WITH .A1R15D1G710N WNLR INSTALL A MIN 1 GODES, BUILDIN6 GODES D 60V~RNIN6'RE6UL I M15GELLANEOUS I NSTALL A MINIMUM OF ONE ,14GK BEARIN6 STUD AND TWO FULL-HE16HT KIN6 STUD r.,
PHA 1~UGTION. AT N THE GONSTRUGTlON SITE DURIN6 ALL 5E5 OF GONS FAGH E D OF T FAGH END OF HEAO~RRS, UM.E55 NOTED OR SGHEDULE~ OT'H~RFVISE. GT IALLAR TIE (5EE NOTE 14 - 6EN, NOTESJ ~ ~ M~
o. PROTEGT STEEL BELOW 6RADE BY A MINIMUM OF 3 ING~CS OF GAST-IN-PLAGE 4, 5h10ULD ANY OF THE DETA I LED l N51`RUGT [ ON5 SHOY~P1 ON TNE PLANS GONFL I GT GpNG~TE OR 4 I NGHES OF 50L I D OR 501. I DLY-6ROUTE'D idA50NR~, AT DOOR AND WI I U T D O O R A N D W I N D O W O P E N I N 6 5 I N E X T L R I O R W A L L S, I N S T A L L A M I N I h U M O F T W O 6 t N 6 1. U E 1 N A I L ( 5 E E N O i E I~ b E N. N p T E S) m
WITH THESE STRUGTURAL NOTES, THE RRGHITEGT'5 OR DE51f~R'S NOTES, b. INSTALL HEAVY PA1T AND WASH~R AT TOP OF ALL ANGf~OR'ROD~~, AND A HEAYY N1T JAGK BEARINb 5' AGK BEARINb 5TUD5 AND TWO FULL-HE161iT KIN6 5TUD5 AT EAGH END OF HEAD~RS,
SPEGIFIGATIONS, OR WITH EAGH OTH~R, THE STRIGTEST Pi~OV1510N SHAI.L AT BOT?OM, ANGf~OR`ROD LEN6TN5 51~OVN OR LABELED`REF~R TO EMBEOMENT LEN61H UNLE55 NOTED OI FAV~RN. PROM TOP OF GONCRETE OR MA50t~Rt' TO 90TTOM FAGE OF BpTTOM NJT, PR01/IDE NLE55 NOTED OR SGI~EDUI.EO OTH~VISE. ~R85 BY S~WDIN6 fSEE NOTE Ib -(~N. NOTES) Q~~~~
T A D TO INGI.UOE .~GT AT T AN I. INSTALL A 51N61 OY~RALL TOTAL LEN6 H5 5'RE(~11112E PR~O IONS OP, D zw~o~ NSTALL A 5l N61.E 51 LU501.E PLATE AT THE 60TTOM ANO A POUBLE PLATE AT THE g~~ ~ y~,~„~ ( g~ O
5. DE516N GRIT~RIA NUT AT THE BOTTOM, TOP OF ALL 5TU1 OP OF ALL STUD WALLS. UM.ES*~ NOTED OR 51~01"Cd OTH~RWISE, 80LT 51LL/501.E
I G, BERR ALL BEAMS W~R THE TOPS OF GOLUMNS. DO NA7 ~RAME TO THE 51DE OF PLATES TO FOUNI o. IN AODITION TO THE 11PPROf~RIATE DEAD LOAO, THE 5'~RUGTIJRE GOLUNC~S UNLE~ NOTED OTH~RN115E. MAXIhUM OF 4'-! LATES TO FOUNDATION WALLS WITH I/2' DIAMETLR ANGI~OR'1~OD5 SPAGED AT A ~ g~IN6 WALL FROM A60VE Q C) z O~ AXIhUM OF 4'-0' O.G., AND LO~GATED 51X INGHES FROM EN05, GORN.~RS AND SPLIGES. Z ~
~ T FV TH A15G 5T 15 DE516NED FOR 1NE FOLLOWIN6 LIVE LOADS d. GOM~EGT BF_AM5 TO SUPPOR IN6 BEAMS I ~NDP~ OOUBI.E AN61.E FRAMED EMBED Ya0D5 A M MBED'RODS A MINIMUM OF 'I' BELOW THE TOP OF THE MA50t~R'f AND/OR GONGRETE, ~ ND GOI.Ut~I FROM ABOVE O W~ z~
LOM~EGT I ONS. J. UNLEY~ NOTED 0' NLEY~ NOTED OTH~RWISE, AT INTL~210R LOADBERRlN6 WAI.LS AND ALL EXT~RIOR
EXT~RIOR BALGONIES 60 P5F e. SPI.IGE BEAMS T06ETH~R WITN 5/lb' X b' WIDE WEB PLATES EP~GH 51DE OF BEAM, WALLS, INSTALL OEGKS '?0 P5F AND TF~ou6H-801.T TO EA~GH 6EAM ri I TH THE QUANT I Tl" OF BOLT ~apr~5 I ND I GATED ANO ~RI PI.E ~ X ALLS, INSTALL DOUBLE Z X IZ HEAD~RS OVER OPENIN~fi IN ~ X 4 yTUD WAI.LS ~ ya~ ~ p~ NO 1`RIPI.E ~ X 11 HEADERS OV~R OF'EENIN~ IN ~ X 6 STUD WAI.LS. UNLEh ~`O
PA55EN6~R VEH10.E 6?d2/~E5 5~ P5F BELOYI. SPAGE 90L?5 LAt~RALLY 3-1/~' GENT~R-TO-GENt~R, GENT~RED ON BEAhI NOTED OTHL~915i RAL OTED OTHL~915E, AT INT~214R NON-LOADBEARIN6 WALLS, INSTALL POU81.E ~ X 6 E-~ ¦ 3 6LUED AND NAILED hUL71 STUD WOOD GAUh9d
ATTIGS riIThIOUT STORA6E 10 P5F A T H SPLIGE. U5E 3/4' DI ./~315 80L 5. EAD~RS OV~R OI ATTIGS WITH STORA6E ~0 P5F OPENIN65 IN ~ J EAD~RS OV~R OPENIN({ IN ~ X 4 STUD WALLS AND TRIPLE ~ X b If.AD~RS OV~R ~ t PENIN65 IN ~ X 6 WALLS. INSTALL ONE LAY~R OF 1/~' THIGK WOiOD 51`IdJGTURAL 1H15 NUMB~R'REPRE5ENT5 7HE NUMB~R OF BEARIN6 5TUD5 H V~ W~~
'ROOM~~ 40 P5F 6E,4M pEPTH M11~R OF BOLT~ROWS 'ROW SPALIN6 PANEL BETWEEN I ANEL BETWEEN EAGH MEMB~12 OF DIMEN510NA1. LUMBLR HEAO~RS. tRED. U5E ~x4 5TUD5 FOR ~x4 WALLS AND ~xb 5TUD5 I'~'~ O ~ a
k, BLOGK Tl6HTLY ! LOGK Tl6HTLY RROUND STEEL GOLUMNS At FLOORS ANO GEIL[N65 BY WEDbINb WOOD FOR Zx6 WAI.LS. U~ ~ m~ H
ELEYATED 6ARAGE FLOORS ARE DE516NED FOR A~,000 POUND GONGENTRATEO LOAD {y0 ~ ~ 2-I/~' O.G. T16HTLY BETWEEt APPLfED OJ~R A 20-5QUl~RE INGH AREA. I T TH Tf YIlO 2 3' O.G, . I f5 E GON 16HTLY BETWEEN THE lALUMN AND FLOOR/GEILIN6, ~ STEEL PIPE CALUt~PI T f 5 THE GONTRAGTOR' S'RESPO~J~ I B I L I tt TO FIjRN I 5H PROf~RI.Y DE51 bNED
DE516N HAND'RAIL TO (ArFORM Y11TH THE ~00~6'RGD. WI~ Z 3' O.G. GOI~QJEGTIONS FOf DI~PIEGTIONS FOR N.L MEMBERS NOT SPEGIFIGALLY STATED ON THE DRAWIN65. oi 3'~IA. ~D.115ra8LE PIPE lAl. (5EE ~o~E~(3) ba, r~otES)
Y114 3 3' O. G. THE fANTRAGTOR b. 'ROOF LOADINb M116 3 3' O.G. ALL OF THE FA5' HE fANTRAGTOR SHAI.L U5E 51 MP50hl 51`~ON6-T I E PRODUGTS, AND SFV+I.L I NSTALL LL OF THE FASTEN~RS'REGOhaENDED BY THE MANUFAGTIJR~R. O~'DIA, AD.U5iA9l.E PIPE GdL. f 5EE t~q7E 2f 3) 6EN. ?~qTESJ
m, 'fREAT ALL EXT~i REAT ALL EXT~RIOR WMB~R OR LUMIBER IN GON?AGT WITH C.ON(~2ETE OR MA50t~Rf
DE516N'ROOF LIVE LOAD (MINIMUhU 25 P5F (6I~OUND SNOYI LOAD) F, y1'RUGTURAL LUMB~R WITH PRES~RVAT1 ITH PRES~RVATIVE IN ALGOR~MIGE WITH AWPA G~ fLUhIB~RJ OR AWPA Gq (PLYW00~), O 3'DIA. 57D. PIPE GOL, f7.58 Ib./ft.1
n, INSTALL WOOD 5' c. WIND I. DE516~1 OF ALL WAOD 5'fRUGTI~RAI. MEMB~RS I,ONFORMS WIT'H THE NATIONAL DE516N NSTAI.L WOOD STRUG1lJRAL PANEL WAI.L SHEATHIN6 ON AI.L EXT~RIOR WAI.LS. ~X 3'DIA, X-5T6. PIPE G01.. (10.~5 Ib./ft.1
SPEGIFIGATION FOR WO~OD GOWSTfdJGTION BY THE NATIONA~L FOREST PROOUGTS 0. EXTEND MULTIPLE TEND MULTIPLE BE~RIN6 5TUD5 N.L THE NNY DOV~Qd TO 57`fdJGTURAL STEEL BEAMS, 40 4'DIA, 5T0. PIPE GOL. f10.'16 Ib./ft.1
BA51G WINO SPEED QO MPH A550GIATION. OR GONGRETE OR R GONGRETE OR fM50t~Tf FOUNDAT I ON WALLS. GONT I MJE P05T5 Tf~?OU~Ii FLOOR AND
GEILlN6 FRaMINf MAT~RIALS~ Fl7RN15H LUMBER riiTH EI~GH PIEGE FAGTORY'-MRRICED WITH 6RADE STAMP BLOGKIN6 BELOW EILlN6 FRaMIN6, OR INSTALL 501.ID JOIST BLOGKlN6 AND/OR hULTIPLE STUD ~ 4'~IA, X-5T6. PIPE GOI.. f14.q8 Ib./ftJ LOGKIN6 BELOW BERRIN6 5TUD5 ABOVE (hIA7GH OR ExGEED THE WIDTH OF THE STUD
B. FOUNDATIONS OF INSPEGTION A6ENGY V~RIFYINb GOMPLIANGE WITN 6RA~DIN6'RULE'RE(~UIREMENTS A55EM81.Y A80VEJ 55EM81.Y A80VE) .
AND IOENTIFYIN6 6~RADIN6 A6ENGY, 6RADE, SPEGIES, MOF15tURE GONTENT AND MILL, pE ,~p ~ . PI~VI I P I. UNLE55 SPEGIFIGN.LY STATED OTH~RWISE, FOUNDATIONS SHONN ON THESE DRAWIN65 ALL f`IOOD STRUGTURAL PANELS SHALL GOPIPLY WITH'REQUt'REI~ENTS OF DOG P51, DOG ~V1DE AND INSTAI.L BR1061N6 FOR PRE-FABRIGATED WWD TRU55E5 A5 INDIGATED ¦ SrEEL 7UBE GOI.Ur~I N THE T~RU55 MANUFAGTUR~R'S AFPROVED SHOP ORAWINdS.
HAVE BEEN DE5[6DED FOR AN ALLOWABI.E 501L BE~RIN6 PRE55tlRE OF 1500 PSF. IT ~ T~ P51, HPVA HPI AND HWA HP-56. FAGTQR'f-MkRK ALL WOeOp 51`RUGi11RAL PANELS I? T5 3.5' x 3.5' z 0.~5' f~0.51 Ib./ft.1
15 THE`RE5PON51BILITY OF 1NE GON7`RAGTOR TO DEt~11NE THAT THE 501L 15 WITH A~FtADIN6 STAMP OF THE INSPEGTION A6ENGY. 6. GONNEGT MULTIPI.E l A AT T T T THE DAT 51~OP~J. THE GONI`RAGTOR DEQU E 0 SUPPOR I~ BUILDIN6 GN F~OUN ION EGT hULTIPI.E LAMINATED VENEERED LUMB~12 ANO PRRALLEL 57`RAND LUMBEtt IN ~
15'RESPONrIBLE FOR DET~IININ6 THAT THE TOTAL AND DIFF~RENTIAL SETTLEh~NTS T T TH M W~TM ~ 3. UM.E55 SPEGIFfGALLY 5 A ED ON E DRAWIN65, DI ENS~IONAL LUMBLRR S~G~LL BE RDMJGE WITH MANJFAGTUR~RS'REGOMhIENDATIONS, ~ T5 4' x 4' x 0.~5' 1~1.~I Ib./ft.)
OF THE FOUNDAT1aN5 RRE WITHIN THE Tq.~RABI.E LIM1T5 OF THE STRUGTI)RE. 1NE c~p~E p~~ FIR N0. Z(NORTf~U WITN PROP~RTIES A5 5'iTATED BELOlV~ ~3 TS 4.5' x 4.5' x 0.~5' (13.q1 Ib./ft.) ~ ~ •
GONTRAGTOR f 5 ENGOIJRA~iED TO 06TA i N THE S~RV I GE5 OF A 501 L5 EN61 t~~R I N6 F IitM ~X4 FB= I 310 P51 ( 51 N61.E MEMB~R) 2X I 0 FB= qb0 ~ P51 ( 51 N61.E MEMBER) 6. PRE-EN61 NE~ED LUh~f TO DET~IINE THE SUITA8ILITY OF THE FOUNDATIONS 5Ha'AJ ON THESE DRAWINbS TO FB=1510 P51 (~REPETITIVE MEhI~ FB=1105 P51 ('~EPETITIVE MEMBERI INE~ED LUh~R ~ 75 5' x 5' x 0.~5' (IS.bZ Ib.lft.)
~ 5~4FELY SUPPORT THE STi~UGTURE WITH NO DEfRIMENTAL EFFEGTS TO THE BUILDIN6, FT= 640 P51 (PfCRAl.LEL) FT= 4'10 P51 IPRRALLEI) l, OEFINITION NITION ~5 T5 6' x b' x 0,~5' 119,0~ Ib./ft,1 ~ ~
BASEMENT WAI.LS RRE DE5f6NED F~OR AN EQUIYALENT LAT~RAL FLUID PREY~RE OF FG=1~65 P51 (PRRALLEL) FG=IIDO Pyl fPRRALLEL) 60 PGF. IT 15 THE ~ESPONr'IBILITY OF THE GON1`RAGTOR TO DET~RMINE THAT
1X6 PB=1140 Pyl f 51t~61.E MEMB~t} ~XI~ FB= 815 P51 (51N61.E MEMBERJ o. LVL=I.ArtINATED t 60 PGF 15 APPROPRIATE. F=1 I T 7 F=I b. L51.~LAMINATE~ ! VL~LAMINATED VENE~D LUMB~R ~ 51.~LAMINATE~ SYRAND LUhI~R ~ t5 6' x 5' x 0.~5' lll.3~ Ib./ft.) ~ ~ i'
B 3 0 P51 f~E~E I I vE wE~R7 8 005 P51 (~EPEr I r f vE r~r+B~W c. P51.=P~I?AI.LEL 5' 51=PM?AI.LEL STRAND LUMB~R ~ ~
1. NOTIFY THE RRGNITEGT A5 500N A5 P05518LE OF JtiNY UNU5UA1. 501L GONDITIONS OR FT= 550 P51 (P,4RALLEL) FT= 4~5 P51 (PARALLEL) d, ~ ~p{yT5=1 .1~1! 501L GON~ITIONS IN YRRIMILF WITH TEST BORlN65, SUGH A5 UNEXPEGTEO SPRIN6 OR FG=I~10 P51 (PRRALLEL) FG=I100 P51 (PARALLEL) g, p}rT=OPEN WEB T1 JO{5T5=1 .1~15T5 GpLUMN FOOTIN6 ~ O
SEEPA6E WA7~R, MA7~21 AI. D I FFER I Nb Fi~M TEST 60R l N65, OR 501 L OF G1UE5T I ONA81.E 2JC8 FB= I O50 P51 f 51 N61.E MEMB~W FOR ALL 51 ZESi i u~y IVT=OPEN WEB Ti2U55E5 USED FOR FLOOR F52AMIN6 WI7H 'FLAT' TOP AND BOTTOM m FIORDS. -0' x 3' -0' x I'-0' V 1 ~ l.' ~1
BF1~R I N6 GAPAG I TY. F8=1210 P51 f'REPET I T I VE h~B~W FV= 10 P51 {,~yy~ ~ RU55=1a0~OF TRU55E5 ~"=..:~a 3~5 x~' -b' EAGH YUY 60Ti0M ~ ".~Sl.>i., y ~ ~ ~
FT= 510 P51 ( PkRALLEL) FG= 4~5 P51 ( P~RI'ENDI GULld~ 3. BF.AR P~RIMET~R FOOTIN65 A MINIMUM OF 3'-0' BEI.OW ADJAGENT EXT~RIOR 9RADE. FG=1155 P51 IPRRALLEL) E= 1,~4010,00p P51 MAT~RIALS 3~_6• x 9~~6• x ~~~0• ~ RIALS 3 k5 x 3~-0~ EnGNi wAr BOTrq~
5TEP FO~pT I N65 A5'REl~U IRED TO GOMf'LY, 'REbRR01.E55 OF FOOT I N6 5TEP5 AND 6RI~DES LUMBLRR W I TH VALUES ~REAT~R THAN TH05E LISTED ABOVE°, MAY 8E U5E0, THE Ol"AI~R
5HOIw ON THE DRAWIN65 AND GGNTRAGTOR RRE GAUTIONED Tw+T 50ME 1YPEy OF WOipp MAY yNRIt~9C, 80w AND o. LVL'S AND P51.'! WkRP MORE TNAN OTH~RS. SWRIP9CIN6, 80WIN6 Ml0 WA1~IN6 SHOUL~ BE GON5ID~RED Po:~p py~ VL'S AND P51.'S SHAI.L HAYE THE MINIFUM FOLLOWIN6 PROPLRTIES~ 4'-0' x 4'-0' x I'-0' T~ ~ ~ O
4, DO NOT BAGKFILL A6AIN5T BASEMENT WALLS UNTIL 7NE WALLS fsRE PROP~RLY BRAGED. y~H yELEGTIN6 THE W000 TO U5E FOR TH15 STidJGTVRE. ~85 py~ b=22Q0 P51 d 4~5 x 3'-6' FaGH WAY 80ttOM ~ H V- ~b5 P5l ~ ~ ~ ~
F~ 23~5 P51 ( P~ ~ 23~5 P51 (P,4RALLEIJ O 4'-b' x 4'-6' z I'-0' ~
DI MEN510NA1. LUM6~R SHALL HAVE A MA)c l MUM M0157~iRE L~ONI~NT OF 19~. F I= 650 P51 ( PI G.'REINFO~GED GONGRETE 1= 650 P51 ~P~RPENDIGULkRJ ~ 4 p5 x 4'-0' EALH WAY BOTTOM O
NTE 5 E '~,600,OOi0 F ~I,~'~ ~I 5'-0' x 5'-0' x ('-0' ~
1. MAT~R I AL5 a. ?"IOOD 5T12UG11)RAL PANEI.S ( PLYWOOD OR OR I E 0 1~t,4ND BOId2D) ~ b=1 I 8, l50 P51 ~ 1 18'~~ ~ 5 K5 x 4'-6' F.hGH WAT BOTTOM ~ ONNEGTIONS~ THE 1`RU55 MANUFAGTIIR~R 15 70 DE516N, 511E, PROVIDE ANO
APA'RATED TH b. GOIJNEGTI0N5~ o. 51`RUG'I'17RI+L GONGRETE I.~RpOF: I q/31' ( 5/8' NOM I NAL) , 5HEA1 I Nb, 40/~0, ExPb5URE 1, I NSTALL ALL I N' U.N.O. STEEL GONFORMII NSTALL ALL I NTL~NAI. 1`RU55 LOMPONENT GOt~JEGT I ONS. U5E 6ALYAN i ZED SHEET ~ TEEL GONFORMIN6 WlTH A57M A653, GOATIN6 GLA55 660, FOR METAL LOrWEGTOR ~ 5'-6' x 5'-b' x I'-0' ~
GLA55 LOGATION f'c ( 51) FLOOR~ 23/31' (3/4' NOMIN~L), APA~RATED STIjiRO-I-FLOOR, ~4 O.G., PLATES, MANUF, LATES, MAM/FAGTURE WITH HOLES, PLU~, TEETH OR PRONIY~ UNIFORMLY SPAGED b K5 x 5'-0' FAGH WAY BOTTOM ~
P EXP05l1RE I, TON6UE ~ 6200VE. AND FORMEO. ND FORMEO. b'-0' x b'-0' x I'-0' ~ ~ ~
I FOOT I Nf{~ AND BASEMENT WALLS 3 000 3. w~u.~ ~ 15/3~~ f I/~• rrorilwu.l, n~~ ~rED S~+Ea~n~l~6, 32/ 1 b, ExPo~.~uRE 1. c. Hw~S~ r~ ' , ALL -TD-1~ Ar16ER5, THE 1'1~U55 MANUFAGTIjR~R 15 TO DE516N, 512E, PROYIDE AND INSTALL ~ 6~5 x 5'-6' FALH WAY BOTTOM ~ ~ ~ LL TfiU55-TD-1`RU55 HANfiERr. ~ ~ M
I I INT~RIOR Sl.ABS ON ORADE 3,000 b• ~-~~ATIVE TREATMENT~ WMf'I.Y WITH THE A1PPLlGA9LE'REl~U112EMENTS F tREPI.AGE FOOT I N6 ~ W
OF AWPA G1 (LUMB~W AND AWPA fA f ~"~OOD 5T'RUG7l)RAV. PANELS) , MRRK E.1~GH 3. DE516N~ DE516N ~ 16N~ DE516N AND FABRIGATE ALL 7YdJ55E5 IN A~,GORDANGE wITH TPI 1, ~ I~• n~IGK AND 6' wlo~i n~u~ ~ tIONAI. DE516N STANDkRD FOR METAL-PLATE-GONNEGTE~ W00~ TRU55 FI~PLAGE ON ALL 51DE5 ~ ~
' III EXT~RIOR 5LA85 ON 6RADE 4,000 ~TED ITEM WITH THE APPfdOPR UTE QUALITY MRRK, 'NATIONAI. DE516N 57`RUGT I ON' BY THE Tid155 PI.ATE I N5T I TUTE, ANO AF t PA N05. ' NA7 l ONAI. PROV I DE ~5 0 I~' EAGH WIIY ~
' ANp 6RRAbE 5LA95 lwlth alrl GON57`RUGTION' BY 4, CAt~WEGTI0N5~ A5 A MINIMUM, GONFORM GONNEGTIOhS f~R STRUGTURAL MEMBERS TO DE516N ~EGIFICJI' 16N ~GIFIC.ATION FOR WOOD GOtJSTRUGtION.' TOP 1 BOTTOM ~ ~ ~
. IV BaGKFILL BELOW FOOTIN65 I,Spp THE FASTENIN6 SGF~EDULES L15TE0 IN TFE 20~6 ORG. o, FLOOR LOAO! , FLOOR LOA05 f OWT) ~ 11' TH [ GK FOOT I N6. 5EE RAN FOR
b. ALL DEFO~ED'REINFORGIN6 BRRS~ ASTM A615, 6RADE 60. a. J015T5 AND'RAFT~R~5 TO BEAhS~ 16 6A. 6ALVANI2ED STD, J015T HAN~RS BY TOP GHORD I TOP GHORD LIYE LOAD -5EE SEGTION A,S.o AB~VE ~ DIMEN510N5. ~REINFO~GE WITH ~5 0 ~ ~ ~
c. ALL N~LOED WIRE FABRIGe ASiM A185, DELIV~REO IN FLAT SHEETS. THE 51MP50Fl 5T120N6-TIE lA. (INSTALL 51.aPE0 AND/'OR SKEwED HAt~RS Wi~RE TOP U~ORD I TOP GNORD DEAD LOAO -10 P5F I~' EALH NNY TOP 1 BOTTOM
'REQUtRED). BO?TOM U-bl BO?TOM GI~ORD L1YE LOAD- 0 P5F ~ ~ BOTtOM GF~ORD DEAD L4AD- 5 P5F Oj tRAW. SPAGE BEAM SUPPORT
GONCRETE GOY~R~ UN.E55 NOTED OTH~RWISE, DETAIL'REINFORGIN6 TO PRWIDE MINIMUM b. WOOD 51`fdJGNRAL PANELS TO WOOD'fdAOF'RAFT~RS ANp 1`RVS~.,ES~ NAILED, U5E BOTtOM GF~01 GONCRETE GOY~R A5 Fq.LOWS~ Bd~RINfi 51iAMC NAILS SPAGED AT b INGHES O.G. AT PMI~. EA6E5 AND 12 INGHES b, 'f~00F LOI~DS ,'f~00F LO~DS ~t~DOF 1`RU55E5) ~ B' x 16' S7AGIC 80N~ 6~OUr ~
O.G. AT INTERMEDIATE SUPPORTS. INSTALL PLYWOOW GI.IPS AT 8' G/G 9ETWEEN TOP GFbRO I TOP GFIORO L f VE LOAD ~5 P5F f 6ROUND SNOW LOAD) F I LIED MA50~ P f~R
, o. GONGRETE GAST A6AIN5T AND P~1ArENTLY w~5~ 70P GF~ORD I ExP05ED TD EARTH 3 INGHES c. WOOD 5't`RUG'NRAL PANELS TO WOOD ROOR J015T5~ E~.UEO AND NAILED, U5E Bd 80TTOM U~01 70P UaORD DEAD LOAD -10 P5F ~15 P5F IF 51.ATE 5HIN6LE5 /sRE U5E~) POOTINb 3'-0' x 3-0' x 8' 80TTOM UiORV L 1 VE LOAD-20 P5F ( NH~RE 'RE(~J Ii~EO BY ~005 ORGJ ~ I t~FORG I N61
' b. GONGRETE EXP05E0 TO ERRTH OR WEATH~R ~RIN6 SHANK NAILS SPAGED AT b INGFES O,G. AT P,4NIEL E06E5 ANO 1~ INGHES 60TTOM GF~01 60TTOM G~ORD DEAD LOAD-10 P5F
p O.G. AT INT~IEDIATE SUPPORTS. U5E ONE GONTIWIOUS BEAD OF 6LUE ON TOP 7 5 BIsRS AND SMAI.LER 1- I/~ I NGf~ c. DEFLEG fON! . DEFLEG7fON5 Q 1~' THIGK FG~TIN6 ~5 0 I J015T5 AND OWT I~' EAGH vulf TOP AND
OTH~R, ~ INGHEy OF ,1015T5. I J015T5 AI • G. GONCRETE NOT EXP05ED TD WEATH~R, EkRTN OR d. W00~ STRUGTl1RAl. PMIELS TO WOOD 5TUD5~ U5E 8d'RI'N6 51iAMC NAILS SPAGED AT }M)(lh1JM I.I~ MAXIMUM I.IVE LOAO DEFLEGTION I/360 lO.lS~ MAX) 80TTOM (5EE PLAN FOR zoo~ by zn:ra i o~avwu, wNw~rir~ e~si~ra, ir~.
IN GqVTAGT WITH F.kRTH 1 INGH 6 INGI~ES O.G. A7 PANEL E06E5 AND IZ INGHES O.G. AT INT~RMEO UTE SUPPORTy. ~~~M ~ MAX l MUM DEAD LOAD DEFLEGT I ON I/~40 ( 0, 50' hIAX) DI MEN510N5) -~~5 ~ 5~a ~T ~,Tr~ AS T,~ A550GIAiFJ SPELIFIGAT10N5, (ANSiINiE 1HE CR16iNAL h"m
e. JOINT~REINFORGIN6~ HOT DIPPEO 6AI.YANIZEO, q GA6E MINIMUM 51DE WFRES AND BL4UC ALL EP6E5 WITH FULL-DEPTH BLOiGKIN6, d. IN HODITI01 . e. ~EGl~RELY FASTEN'ROOF'RAFT~tS TO GEILIN6 ,1015T5 OR GOLLRR TIES TO PREVENT . I N HOD I T I ON TO 1HE UN I FOR4 LOADS I ND I GATED A80VE, DE516N 71~. j5E5 FOR ALL °"R'~`5.~'~ ~~'~T~,'~"'S ~ 5`Q"~ SHI~C 1 0 GOI7JAN fANSULTfNS EN6INEEA~, ING. fS~oJ, FOR SUF~R I MP05ED OEAD LOA05 I NGI.UD I N6 8UT NOT I. I M I TED TO W~kI.AY W2AM I N6, ;~,,~E ~~'~'~~o ~5
~ i~ ~ LAT~RAL TI~RUST AT ~1+5E OF'RAFT~t2 U51 N6 A M f N 1 MUM OF 6 I bd NA I L5 w~ I~ . ~ ~ ct+ir~ery. ~ GH I MNEYS, MEGHAN I GAL EQU I PMENT, ETG, DE5 f 6N Tid155E5 FOR THE EFFEGTS OF ~a"'°" ST"M~ '"`w°;~ iHE COP1ii1EM TNLi~TO~ NN MAY N7T 6E USED~ f€PRDWLFD.
f, AT P05t5 AND JAM85 OF OPENINbS NAIL MULTIPLE SiTUDS i06E1N~R WI1H 8d NAlLS ~ DRIFTIN6 5t , p, Mqyp~~ AT 8' O.G., FULL LEN6TH, e, pEy~GN OF ~ DR I FT I N6 SNOW Y~RE APPI. I GA9LE. ~'~r ~~,T~ ~~~E~, o~~~o""
y, INSTAI.L P05T GAPS AND 8A5E5 BY ?HE 51MP50N 5T1~0~16-YIE lA. AT 70P5 AND 60T10M5 ~REbfST~RED . DESIGN OF MEMB~RS AN~ GONNEGTIONS 15 TO BE BY A PROFE5510NAL EN6INE~R~ SN~~,o~,,~~~~T~.,,,~~ 'RE6f5TERED IN OHIO, EXP~RIENGED IN 51MILAR DE516N,'RETAINED BY THE NOTE~
I, P~RFORM AI.L MA~ Y GaNSTRUGTION IN ALGORDANGE WlTH AGI 530.IJA5LE 6/TM5 60~ OF 1501.ATED WOOD P05?5, SUGH A5 TH05E AT EXT~RI,OR PORG~ES AND GANOf'IES. ~pq~T~p MMUFAGTI~R. P~OVIDE 3' 0.EARANGE BETNEEN LONGRETE
° 'SPEGIFIGATION FOR MA50t~' S1`RUGTlJRES. h, 6 1 N= 61.UE l NAIL. INSTALL SUFFIGIENT NAILINkS TO APPLY ENOU6H GLMIPIN6 f, DE5I6N BOT' MATH21 AI.S FO(aGE TO HOLD THE MAT I Nb SIJRFALES I N GONTAGT UNIT I L 1}IE 61.UE ATTA I N5 FULL ~r.~y, • , DE5I6N BOTTOM GFIORD OF 61'RD~R 1Yd155E5 FOR THE END'REAGT I ON OF SUPPORTED StJRFK.E AND'RE I NFORG l N6 STEEL . 1`RU55E5. THE T~1155 MANUFAGNR~R 15'RE5PoN51 BL.E FOR THE OE516N OF AI.L
~ STREN6TH. Sf~ORE JOINTS NOT IN GOhG'RE5510N UNTI'.L bI.UE ATTAINS F1JLL ~ ~p~,p hWJ~R GONNEGTORS.
0. GONC~ETE BLG~GKe A5TM lAO, MINIhUM NET RREA GOI~RE551VE S~RENbTH OF S~REN6TH. GONFORM 61.UIN6 TO THE MANJFAGTUR~R'S~'REGOhIMENDATI0N5 AND g. oE516N nLL . DE516N ALL TRUf~ES FOR ADDITIONAL LOADS INDIGATED ON PLAN.
fANG'RETE MA50NRY UNITS~ ~ 500 P51. 1NE INFORMATION 57ATED BELOW. w b, MORTIsR~ TYPE 5, MINIMUM lAMPRES~IVE 51~REN6TH~ I,600 P51. 4, SUBMITTALS ITTALS
G o. BOND BEAM AND LORE F I LL ~ ASTM G4lb, lA1~R5E TYPE, M I N I MUM GOh~PRE551 VE PLK.E GONT I NUOUS BEA~( 51 OF 61.UE ON ONE OF TfF~E SuRFN,Ey TO BE 6L.UED.
~ STREN6TH~ ~,500 P51. SPREAD 6LUE W~R 100~ OF 5lJRFAGE 70 BE MATEW. a. 5UBM1T Tid15~5 51 UBM 1 T Ti2U55 SFIOP ORAW I N65 N~I I GH EXH I B I T THE SEAL OF THE EN61 NE~R DATE
~ d. BkR`REINFORGIN6~ ASTM A615, 6RADE 60. 3: NAIL PIEGES T0~6ETH~R 50 TFUT SI~RFAGES I~RE H~LD T16N1LY T06ETH~R UNTIL ~2E5Pq~'IBLE F01 ~ 6LUE 5ET5, b. SUBMIT LAYq1T I ESPOM~'IBLE FOR THE T~RU5~5 DE516N. 4 APRIL 2007 UBMIT LAYq1T DRAwIN6 NHIGH INDIGATES THE LO~GATION OF EALH TRU55.
3.'REINFORGED MA.,~NRf~ APPI.Y THE FOLLOWIN6'REI~UI~EMENTS Y4-I~RE Y~RTIGAL BRRS RRE 4. WIPE AWAY ANY EXGE55 6LUE NHIGH 15 EXP~LLED IF IT5 APPERRANGE WILL BE SUBMIT HAN6~R 1 UBMIT HAt~R GOrMEGTOR TYPES AND LOGA7ION5.
~ DETAILED ON THE DRAWItJ~f . UNALGEPTABLE IN THE FINISHED 51`RUGTURE. 0
° I, FOR STEEL FLITGH PLATE BEAMS, INSTALL 1/~' OIAMETER Th1RU-Bq.TS SPAGED AT H, M15GELUWEOUS q o. LAP WALL B~RS WITH DOWELS PROM GONCRETE FOOTIN65 (OR wALLS) A MINIMUM ~'-0'. ANEOUS
I p b. 50LIDLY FILL ALL GORES GONTAININ6 V~RTIGAL BRRS WITH daOUT. ~4' O.G., STA~iFi~REO TOP AND BOTTOM. LOGATE GENT~RLINE OF 8pLT5 Z' FIZOM
I ~ G. MAl(IMUM HE16HT OF 6ROUT LIFT = 4'-0', TOP AND BOT70M ED6E5. PLAGE STEEL PLATES IN TF~ GENTLR OF '1NE FL17GH BEAM, I, STORE ALL WOOD TO I x 6pLT WO~OD PLATES TO THE TOP FLAN6E OF STEEL BEAMS WITH I/Z' DIAME7~R 801.T5 A6y0RBED M015TI~E E AI.L wOOD r0 PREVENT THE A650RPTlON OF M015TURE. r~EMB~RS THAT wavE RBED M015TI~E, TO THE EXTENT THAT IT EFFEGTS THE P~RFORMMIGE OF THE
~ 4. MISGELLAPEOUS SPAGED A? ~4 O.G. (5Th6G~RED ON OPPOrITE 51DE5 OF WEB). PLAGE 00Lt5 IN MEMB~R, SHALL NOT ~rua.~ rar e~ u~v.
q/I6' DIAMET~R DRILLED HOLES (IN BOTH WOOD AND STEEU . ~ o. FILL VL~RTIGAL GOI.LAR ,JOINTS BELOW 6RADE 50LIDLY WITH MORT~R, IT 15 THE~RE5PON5 5 THE'RE5PON51BIL17Y OF THE GONTRAGTOR TO NOTIFY THE OYAI~R TNA7 ALL
b. F I LL GORE 501. I D ltROUND ANGI~OR 'RODS AND A M l N I MUM OF 8 I NGHES ALL R1~OUND 5. ~RRAM I Nb BU I LD I NE{ HAVE A I D I IJE~ HAVE A PoTENT 1 AL 70 HAVE 'RADON LEVELS IW 1 GH MAY EXGEE~ THE
V~H~RE EXPAIV510N 801.T5 ANO GHEMIGAL ADI~5IYE ANGFIORS RRE T4 BE INSTALI.ED. `REGOMMENDEO LEVEL' I~1h~ENDEO LEYELS E5TA9L15HED BY THE UNITED STATES ENVIi~NMENTAI. PROTEGTION
a o, LAY HOLLOW MA50N~tt' UNITS NITH FULL MORTAR GOY~RI?6E ON HORIZONTAL AND a. INSTALL FULL-DEPTH SpLID 81.OGKIN6 AT J015T AND"RAFT~R BERRIN6 LOGATfONS, A6ENGY, THE GONT~ ~ V~RTIGAL F,4GE SHELLS. PROVIDE FULL MORTkR LOVERAGE FOR ALL NEBS IN ALL INSTALL ONE LINE OF 50LID BLOGKIN6 OR Git055 BRIID61N6 AT 8'-0' O.G, MAX. UPON W~AT AGTION ' GY, THE GONTRAGTOR, I N GON,~JWGT f ON Y~ I TH 1NE OYdJER, `aHALL MJIUM.LY 1~REE I W~AT AGTION SHOULD BE TAKEN GONG~RNIN6'RADON. IT 15 NOT THE
a Lal1Rr.~ES OF PI~RS AND GOLUhAlS, IN THE STRRTIN6 G017R~.~E ON FOOTIN65, AND FWEN FOR ALL J015T5 AND'RAFT~RS, 'RE5PON51BILITY OF 'ON51 B I L I TY OF 5H Ii~K 1 0' OONWAN GON5UI.71 N6 EN61 I~~RS, OR THE Ic~GH I TEGT TO
I ~ AD„14GENT TO GELLS aR GAVITIES TO BE'REINFORLED OR FILLED riITH 6ROUT, LAY b. At ALL EXT~RIOR STUD WALLS AND INT~RIOR BEARIN6i WALLS, IN57ALL A GONTIMJOU~' DET~RMINE IF A`RAI N 50LID UN175 WITH FULL HEAD AND BED JOINTS. LINE.OF Sq.ID BLOGKIN6 AT MID-HEIbHT OF THE WAI,.L, BUT AT NO ~REA7~R THAN RMINE IF A~RAD~N ABATEMENT 5Y5TEM 15'RE(~Ji'RED.
~ d. INSTALL JOINT`REINFORGIN6, ABOVE 6RADE, AT I6 INGHES ON GENT~R Y~RTIGALLY 5'-0 ON GENT~R MA)cIMUM. 3. FOR ELEMENTS OF G ELEMENTS OF GONSTRUGTION NOT SPEGIFIGALLY NOTEO ON THESE DRAWIN(f~ I.aMPI_Y
I o EXGEPT A5 NOTED. LAP ,lOINT~REINFORiGIN6 6 INGHES. DO NOT U5E ,lOINT G. INSTALL DOUBLE FULL-DEPTH BI.OGKIN6 BE?WEEN .IpI~TS WH~RE BF~i21N6 5TUD5 OR ~YITH THE 2006 ORG I THE 2006 ORG.
N 'REINFORGIN6 BELOW ~RADE. ,1AGK/KIN6 STUD A55EhIBLIES ~RROM A60VE OGGUR BETNVEEN J015T5, GONNEGT EAGH o e. dROUT MA50NR'f 501.1 D BELOW ALL BEAM AND GOI.UhAI BEAR I N(~, FULL HE I 6HT OF WALL END OF EAGH 81.OGK I N6 P I EGE TO J015T5 W I TH M I N 1 t«~1M POl7R ( 4J l bd NA I L5 4. THE DE516N OF TH I' DE516N OF TH15 HOUSE 15 BASED ON THE Fq.LOWIN6~
M TO FOOTIN6 BELOW, EXTENT OF 6I~UT TO BE MINIhUM B' PAST GENT~RLINE OF BEAM ~ IEND-NAILED, NOT TOE-NAILED).
OR GOI.UMN, EI1GH S1DE. a. THE GON1YLtiGTOR b. THE GON~RAGTOR 'HE GONI`R1IGTOR UND~RSTAND l N6 AND Mt~I.Y I N6 ALL APPL I GABLE BU I LD I N6 GODES. 'HE GON~RAGTOR UND~R~STANDINb AND APPLYIN6 9UILDIN6 PRINGIPLES U5E0 FOR
3
b IRE5 T E510ENTIAL GONSTRUGTION
° G. THE GONTRAGTOR A 511E, (AMPLE(I 'HE GONTRAGTOR BEIN6 EXPERIENGED YIITH GON57RUGTION OF A'RE5IDENGE OF THE ,11E, (AMPLE)c I TY AND EXPEGTED 61JAI. I TY OF TH 15'RE51 DQNGE,
~ d. THE GON T 'HE GONTRAGTOR BEINb KNOW_E06ABLE AND EXPE-RIETK,EO WlTH VRRIOUS 13UILDIN6
° MATLsRIALS AND U1TERIALS AND HOW THE'f IN7ERAGT.
~ . e. THE GONI`RAGTOR ~ UNFINfSHED'RE5 'HE GONI`RAGTOR SHALL PROGEEO WITH THE WORK IN A TIMELY MANNER 50 THAt THE OHEET N0. MFINfSHED'RE5IDENGE 15 SUBJEGI'ED TO A MINIMUM AMOUN7 OF YtAIN, SNOW AND WIND.
~ f. THE GONTRALTOR 'HE GON1`RALTOR BEIN6 EXPERIENGED ENOU6H TO EXEGUtE DETAILS NOT SHOPAI ON
THESE OOLIJMENT 'HESE WLIJMENTS. SD1.0
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9
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~ OUT51D~ ~AG~ OP G I. ALL DIMEN5fON5 A,RE 70 OUT5IDE ~AG~ 0~ GMU WALL OR G~NT~tZ ~iNE OP 57RUGTURE A5 ~~AG~ OP GMU TO OUT5IDE ~AG~ 0~ GMU ATt T~CTUR~
NOT~D. ~ ~ ' 44~_8~~ D N, INC.
2. THE BVILDER SHALL V~RIFY 7HA7 A~I. ~ODTINGS A5 DtMEN510N~D aND/OR DRAWN Af~ ~p
LOGAT~D A MIN. 0~ 36" B~LOW GRAD~. 3'1~_4~~ w 7~_4~~
GaRDING 51ZING R~IN~ORGING ~7G. : 3. 5~~ STRUGTURAL SH~ET ~OR IN~ORMA710N f~ , , - 0 ~ GLA55 z
G40RDINAT~ D~GK
4. STRUGTURAL DRAWINGS SHALL TAK~ PR~G~DENG~ OVER ALL AfZGHI`C~G7URAL DRAWINGS AND/OR I'ATIO AND ST~t'S ;t'S 0 ~ ~ 0 BLOGK • '
FZEGAR171NG ~OUNI7ATIONS, S~GTIONS, AND n~TAILS. TO GRADE WITH OWN~R e ~ 4 ~~o ~ ~ ~
5. ALL WOOD IN DI1~GT GONTAGT WITH GONGI~TE AND IN Ai~A SUBJ~G7 TO DEGAY A5 OUTLINED A-i ~o ~.oo ~ '
OR OTH~RWISE GAPABL~ 0~ R~5151TING D~GAY. IN 5~G710N 31Q SHALL B~ PR~55U1~ TR~A7~D d~ U ~ l~ ~ ~ u. !
II ' 6. TH~ BUILD~R SHALL LOGAT~ ANY/ALL SUMP PUMP(5). WATER HEATER(5), AND ~URANGE(5) TO
ci~5. ~INAL LoGArIONS SHALL B~ ~IELD ~ ~ . . : : ~ : ~ ~NSURE PROP~R WORKING GONDITIONS AND ~F~iGI~N 8 . . ~ . u ~ : . ~ . . ~ . , ; OUT51D~ PAG~ 0~ .
, GOORl~iNAT~D. GMU u ~ i -o ~ ' ` ' i GMU A7 S5M7 . _ . ~ , ~ ~ ~ ,x ~s~;1: ,x ' i -
~ 43'-4° ~ GL.A55 BLO~ s i 'i
'1. Gi2AD~ SHALI. SLOPE A~WAY ~tZOM ~OUNI7ATIDN WALLS A MIN. OP 6" WITHIN THE ~IR9T 10'-0". ~ i ~ u.~ i ~~~_p~~ ~ 15'-2~~~ ~ . i ' i a~~
B5 Iu 8A5EM~NTS 5HA1.L BE MIN. 2,500 P51 AND GARAGE SHALL BE MIN. 4,500 ~ ii i 0~ 8. GONGRET~ 5LA ~ 0~ BEAM i„ ~ cMU 3736 North High Street .
P51 AN17 BOTH SHALL B~ AIR-ENTRAIN~D GONGI2~T~ IN AGGORI7ANG~ WI7H GOD~. ~ ii i S~A 0 ii 18 I I S~A ~ 6'•10" ' AND GOLUMN Ib'-62" 52 I Suite 201
~ ~ ii i MAX. 0~ 6'-0" ON G~NTER WITH BOLTS LOGATED NOt MO}2E TNAN i~ ~ u -ICV 4. BOLTS SHALL BE 5I'AGED , - ii i~ ( ry 'uv ~ i~; ~ Coluinbus, Ohio 43214
STi~ U . ~IN 12 ~ROM ~AGH GORN~R. BOL75 SHAL.L B~ A MIN, D~ I/2 DIAM~T~R AND SHALL. ~XT~ND A ~i i 0 ~ " ~ ; Phone: 614.263.5$88
GOD~. i ~9 MIN. 0~ 'I INTO MA50NRY OR GONGR~T~ P~R , I r ~ Fax; 614 ~ ~ ' .263.5900 ~
~ r--- - ; : ~ Il~u 1-J0157's ~ 16" (~~p I-.10197''s ~ Ib" O,G. : i sandra(cviafontainearchitecture.com
IN ~XT~RIOR 51D~ 0~ ~OUNDATIOM OR d~ i TYP G~5LA6 ~1 ~ (O.WH~N U51NG IN7~RIOR D(~AINS, f'ROYID~ W~~PS TO DRA ~ 0~ EXT~RIOR DRAINS SHALL 8~ ~ i O.G, ~'I , i
I N S T A L L ~ X T~( Z I O R P E R I M E t E R D I Z A I N S. T i~ G E K T~ R ( ~ ~ , x LoGAr~D AT oR B~LOW TH~ AR~A To B~ PROr~GT~D, Nor ABOV~, - wIN~oW WELL , 5-0 WID~ x p. _ / HO'f70M AT 8'-3 " I~iO BO`f70M A7 8-3 i
I'ROT~GTION, IP ~ ~J 2'-O" DEEP ip ~ i ~ e.~3°8 Aaov~ rop o~ II{ X Q ABOV~ 70p o~ SLA~B ~ i
T~LY P051TION SUPPORT AND S~GUR~ R~IN~ORG~M~NT WITH 51Z~ DEPTH EXGE~DS 30" ii : i ~ G1.A55 6LOGfC ' _~t II. r+~ BUILn~R SNALL AGGURA , 0 - # ii ' i ~ ~ ( ~A iq _ 2 x 6 5~ i'i° ~ ~0 i - + -r - m Of'TIONAI. ~IR~PL.AG~ - ~
AND LOGA710N PER 5T1~UGTURP~L DfZAWINGS, i 5E~ NOTE 15 FOR ii . -~~,,~r - ~ GOD~ R~QUI~M~NTS ' ~ II I n ~ n ~ 00l LOGATION, GOOIZDINA7~ ' i ' _ pWl~. ~q ~ Wi7H oWN~R ' ,
T~ FROM PHY5IGAL DAMAG~ PtZ~MA1Ul2~ DRYING p ~ i II I-J0157 s~ I6 O.G. . 12. THE GONTRAGTOR SHALL 1'ROTEGT GOKGfZE , ~ i~ ' ~ i ~
AND R~DUG~D STR~NGTH DU~ TO HOT OR GOLD W~ATH~R nURING MIXING, PI.AGING AND ii ~ i Bor~oM Ar 8-3 i ~ ' (~U7UR~ BA ) x ~ ~ ' ~ .
T5 5LAB5 AND WALl.S} SHALL 8~ i2~i'Ail~D i'RIOR 70 FINISH, ~ ° ~ ABOI/~ 701' 0~ 5 AB GURING. P~LL SURPAG~ D~~~G ( u. i I p u i 7 ~ ~ ~ a~ ~ o I N I SH~~ - ~ ~ ~ ~ ~ T~~~ ~ ~ ~ B~S~M~NT ~ •
(y II , ~ ~ 13. TH~ GONTRAGTOR SHALL VERI~Y ~LOOR ~INI5HE5 AT 7HE LOl^l~f~ LEV~L AND A1' I'Ot~GH~S ii , i ~
ANi7 PATI05 AND SHALL i'ROVIDE THE APi'ROPRIATE 5LA8 TREATMENT AND/OR 5U8 SUR~AG~ ii ~ i ~~~p'~' ~ ~ , ~ ~
^ i 4" GONG. SLAB OV~R ~ MATERIAL/MORTAR BEDS, ETG. ~ ~ ~ : ` . ~ d ~ ~ p~+ 1 ~ . ' ' ~ ~ ~
i 4" GOMf'AG7ED PILL ~ ~ ~J i y ..':s@L ::G:e~L : .~a ~ £Y' ~ M4 ~A~'- ~if~ ~ , t, - - (2~ ~ 3~4X 7/8 ~ ~ ~ OtAQ~ ~ ~ 6 ; ~ . {2) I 3/4xl I Y/8 ~l~l/L, ~ . ,
14•7HE GONTRAGTOR SHALL PROVID~ GONTROL .IOINT9 A7 GARAG~ AND LOWER LEVEL 5La8 i WITH 6 MIL. V.B. ~ _ i i i WH~f2~ 5LA8 ~XG~~DS 18'-0" TO P~RV~N7 G0~t7R04 GRAG~CING, - i i - u... i , , ,
i ~ ~ i~ ~ ` i ~ ~ ~ i~ 1 ~'~'Y b~ ~.,v~.~ ~LU~J~ ' d ~ _ ' ~ - ~p~O
i ~ ' ~ ' i~____ 15, PALL PROTEGTION GONSISTING 0~ BARS, GRILLS, PROT~GTIV~ GOV~RS OR SGf~ENS ARE Q ~ , ~ m u _ , i;•',,; rs..•::..t - I , _ 0 3 m ~ ~ i , ~ - . i c1 ~ '
I~QUIRED ~OR ANY WINDOW WELL OR 57AIWN~LL WHE12~ THERE 15 A DI~~ERENTIAI. ~ROM i i i ii ~ i " u ~ - I ~ ~ I i' ------i ~ i ; ~ g ~ c~ =in , ~ M
GRAD~ TO TH~ ~OT70M 0~ 7H~ IN~I.L 15 GR~AT~R THAN 30 , SUGH t'ROT~GGTION SHALL NOT ~ m i i , B~ f?~QUIl2~D WH~R~ GUA}ZDf?AILS OR LANDSGAPING ~LEM~AlTS P}2~GLUD~ GL05~ APPROAGH i i i: ~ ~ ~ ~ ~ i ~ i i ~ ~ ~ ~ i u.. ~
0 ~ . i r. ~ TO TH~ OP~N f^I~LL. = i ~ ~ 10'-4° ~ ~ ~ . ~ i i 5~ z VJ ~ ~ TYpIGA1.5LA8 i ~ 4 ~
1u i II 4 G ~ ~ ' i i G ~ ~ 4~GONG. SLAB OV~R i Q~~ u~ ~ q_? ; , . . i ~
I6. ~INAL LOG~TION 0~ ALL THROUGH-WALL ELEGTRIG/WATER aND OTHER UTIL171E5 AND MET~RS N i~~ i ____________i i A-? ~ i I ~ I ~ 4 GOMPAGT~D ~ILI. y i lL u~ ~ ~ i 8~ Q ~ 0~ I I' ' GM~~ WI7H 6 MIL. V.6, i 4~
SNALL BE ~I~LD V~RI~IED, Loc~~D, AND INSTALLEfl IN AcGOI~ANCE WIrH ApPL1GABL~ u- ~ ~ GODES AND INSTALLED PER MANUFAGTUt2ER'S REGOMMENI~ATIONS. ~I ~ ~ ~ r i = ' ' ~ (2) I 3/4x 7/8 u- ~ ~ _ ~t~,~~.~.'•«a~~":~.:¢b~ ~~+r~,.~; s~ • ~j ~ , , o ~ ~ ~ , ~ •~.Y~.~ I'T ~ I _.~J'_'-•-•-•--•- ~
A ~ i i : i ~ ~ ~ - ~y i ~ NOT~: HOL17 DOWN i°: i~-IN :
~ i ~ ~OUNDATI4N WALL i ~ i - 'i i ~ -iN ~p WH ~ ~ i , ~ ~ ~ ~ F i~JtZN, ( ~ „ ' ~ ~ ~Y, ~ ~.,J
: ~ _ 0 i i AT OVERHEAD GARA~GE i:~ Q d' p i ~ DODRS 6" i i - o a I-JolSr s~ I6 o,c. ~ r-~-~ ~ o
I. SMOK~ D~TEGTORS 5HaLL 8~ IN5TALL~D IN ~AGH 5L~~1'ING ~200M, OUTSIDE 0~ ~AGH S~PA}ZAT~ ! I- i i i~„~ i ; ~ - $ ~ ol ~2128x b8 BOrTOM Ar 8~-~ ; ~ o C~
N rl~ IMM~DIAT~ YIGINIrr o~ rH~ B~n~ooMS AN~ oN ~aGH ADDIrIONAL STORY ~ Q ~ i LOGATI01~ 0~ i~ OOR L SL~~PING AR~A I i~ OOR DRAIN, ~1~L17 12~w81 ~ 3~~ I AB01(~ 70f' G~ SLAB ~ ~
N T I N G U D I G R A I N L S P A G~ S A N D i ~ 5 7 E P 5 A~ O V~ T O i~~~ G O f 2 D ~ 0~ 7 H~ D Y V~ L I. I N G, I N G L U D I N G 8 A 5~ M E N T S A N D G~ L L A i 2 5 B U T 0 L N G ~ i ~ ~ G Of2D NAT~ ~INA ~ Iq 3~ ~ ~ i ~ ~ L cAri N oF ~ ~ ~ ~
ATTIGS. ALL D~r~GTORS SH ALL B~ I N~RGO N N~G r~D S UG H r H A r T H~ A G T U A T I o N o~ ~ n , ~ H o U S~-~ I~ L D ~ L G A T I UNINHABITABI.~ ONE ALARM WILL AGTUAT~ ALL TWE ALAi~N15 IN TH~ INbIVIDUAL UNIT AND SHALL PFZOVIDE AN ALARM 1~ i i Y~RIFY i ~ .i ~ ~ ~ ~ II " I-.1015T's • I6" O.G: ' B~AM ' i I~.
PING AR~AS. ALL D~T'~GTORS 9HA~Ll. 8~ ,4PPROV~D AND a ~ i ~ i~~ ~ WHIGH WILL 8~ AUDI~LE IN ALL SL~~ ~ 60TTOM A7 8'-3 AND -1~ , i 0 \ n ~
AGGORDaNG~ WITH THE MANU~AGTiJt2~R'S INSTRUGTIONS. ~ _ i ~ i.;: i L15T~D AND SHALL B~ INSrALL~D li~ i i R~GESS 5LA8 T~ A7 i~,~ i EL~GTJPHON~/ALAfZM w : i A80N~ TOP OP 51.A6 GOLUMN ' I ~ ~ ~ , I„ 1 PAN~l.S MOUNT~D ON ~~2 . i ~ m
i i 8„ ~M i. ~ ~ 14-8~ ~~~j~"1 PLYlNOQ1?, ~I~L~ I6'-62~~ i u~. v ~ ~rl~~,
5 S H A I. I. t~ G E I Y~ T H~ I R P RI M A F t Y P O N 4~ R ~ R O M 7 H~ B U I L D I N G W I R I N G i i D O O R S A N D S L O P~ A f' i Z t O N ~ i,: 2, R~ Q U I R~ D S M O K~ D~ 7~ G T O R ~ ~ g ~ T O D R I V~ ~ ~ ~ W}+ E l~ S U G H W I R I N G 1 5 S E R V E D P R O M A G O M M~} Z G I A L 5 0 U~ G E, A N ti I h I~ N P I Z I M A R Y i' O W~ i 2 1 5 Q i i i MP i TYP Ga GOORDINAT~ ~INAL ~ f i Q ~
IN7ER'RUPT~D, SHALL R~GEIV~ POYV~R ~ROM A BATT~RY. WIRING SHALL B~ P~RMAN~NT AND WtTHOUt ~ ~ ~ i ' i MP 20'-8" `'LAB LOGATfON 4~~ ~ i ~1 ' ~ I o. ,
A D15GONNEGTING SWITGH OTHER THaN tH05~ REQUIi2~D POR OVERGURf2ENT PROTEGTION. i i ~ s,~___ ss N . a ~ ~2,~ ; 8„ o ~ M p ,
0 p ~ i i~~:.,., 9, PER N~PA '12, KOOMS WITH SLOPED GEILINGS THAT MUST HAVE DETEGTORS INSTALL~D, 7H~ ~ i i SLOPE GONG. SLAB~ i.:'
LOG,~TION 0~ 7HE SMOK~ DET~G70R SHALL BE 3~EET IiORI~ONTALLY ~ROM THE G~ILING'S H1Gi-~5T m i i r;~ , i i T 0 7 A L S L O P~ 5 ~ i ~ ------------•I------ 1 4 ~i 2~~ I uV ° i GMU ~ m ;
I'OI~IT. i ~ f~~ i'~R ~OOT ~ i~., i ~ ~ i ~ ~ i i ~ , ~'k"'~"~,~~~~~'~~~~^~ { ; i
i ~ ~ ~ i ~m 8" GMU ~ ~ ~ _ f i ~ ~ TURN DOWN SLAB i : ~ ' ~ ' i
. i j j i ~J _ ~ ~ ' ' ~ I ' ~ ~ i0~ ; r------------------ i~J 0 Q ~ S~'~ AGAINST HOUSE AND ` i
' . , j ~ ; 21'-Su i , i ~ ~ i i n ABOVE f II PROVID~ DOW~LS/OR l i i S" GMU ~ i 20-6 ANGLE A5 R~QUIi~ED ~i II'-6" ~ ~
i. GAIZBON MONOXIDE n~TEGTORS SHALL BE INSTALLED IN aLL N~W ONE, TWO AND THi2E~ ~AMiLY i i i;.. i ~OR SLAB SUPPORT ~i i
• DYVELLINGS THAT ARE H~AT~D BY ONE OR MOt2~ G~NTRAL F0551L ~U~L POW~R~D H~ATING UNITS. ~ i x m 0~ _ i ~ i - GARBON MONXID~ DETEGTORS SHALL 8~ GAi'BL~ OF D~T~GTING TH~ P~S~NGE OF 100 pp ~ i i - i ~i i - 8~~ GMU
cA~oN MoNOxiD~ IN AMBI~Nr AI~ ANV ~ROVifliN~ ix r++~ MANU~ACrur~RS 5~~ci~lcArloNS ANn ~ ~ . , - , i ~OUNDATION WAL.L ~
T~ iZEQU A?IONS AND 5H,4LL B~AR THE LAB~L i GARAGE SLAB i ~ S H A~ L G O M P L Y W I T H A f' P L I G A$!.~ F~ n~ R A L a N l 7 5 T A L , m i~ „ i ~OR PORGH A60V~ r-- . . , . . . . i I
0~ A NATIONAL.LY R~GOGKIZ~D STANDAl~D T~STING LABORATORY, AND SHALI. M~~7 TH~ STANDRAD i• i 4 GONG, SLAB OVER ~4 i,, i i i GOMPAGT~D ~ILL WITHI 6 i" i I
0~ U L 2 0 3 4. i ~ MIL. V APOR $ ARRIEI~ i;~ ~ ,~y. ~ ~ .~-~T"^*-±,:.-.., * .
i ~ i , 2. THE GA~ZBON MONOXID~ D~T~GT01~5 SHALI~ B~ INSTALLEn IN AGGOF2I~ANG~ WITH TN~ ~ i i I I I
MANU~AGTUI2ER'S INSTRUGTIONS AND IN THE LOGATION OUT5IDE ~AGH S~PARATE 5LE~1'IN6 A1~A IN i i i. i i i i i 'I
7H~ IMMEDIATE VIGINITY D~ THE B~DROOMS. i ~ i i i 11JRN DOWN SLAB 0
~ i i 6LOG~C OUT SLAB ~OR i:.` ~ ~ ~ 8" GMV AT STAIRS r
3• GAR80N MONOXID~ D~`I~GTORS OR AL'f~R1~lATIY~ 5Y5T~M5 DIR~GTl.Y GONN~G7~D (P~RMAN~NTLY ~ ~ ~ OV~RHEAD DOOR A5 i= N~GTING 9 ITGN OTHER THAK 7i~f05~ f2~QUH~D ~ i ~ i ~J ~ WI}2~D) SHALL B~ h'ERMANEN7 AND WI7HOUT A DISGON W i R~QUIR~D, ~AGH 51DE ~ i! i ~ ~OUNDA710N WALI.
~ ~OR OVER GURRENT PROTEGTIDN. ~ i ~ i`,~ i(V i ! i n
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~ ~ ~ I + - 8~~ ~ ~ ~ Sn u- Job Number: 2704
~ g~i~~ ~J~J ~ Q GMU ~ i GMU ~ G~ ~ ~ ~ Permit Set
S~rR~J~nJ~I. u~or~++r?oN A~ t~5. ~ n ~ : ~~;:...i~. - , ; ~ . . . . _ : ~ ~ Q ~ Date, 04,06,2007
~ - - - - - ' ' OUT5IDE FAG~ 0~
• ST~~L PIP~ GOLUMN Q ~ ?u ~ GMU f4T GARA6~ d -d
S 3"~ 57D. PIP~ GOL. (?,58 IbJft.) o ~ ~ Sea1:
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GOI.UMN ~OOTING
4'+ti~~~ y~ 1 11 I II 1 II a,u,,,.:, ~ 3-0 x 5-0 x I-0
3~ x 2'-6" EAGH WAY BOTTOM 23'_,0" / ~Y..• I!.•~,1~.}e"~.:"~ . . 20~_~~~ 12'-8"
L ~ ~ ~
, S 3'-6" x 3'-6" x f'-0" 3~r x 3'-0" EAGii WAY 80770M
OUT° 55~-8~~ OUT51 ~~AGE 0~ GMU TO OUT5IDE ~AG~ 0~ GMU
DE516N ALL "I" .1015T5 ~OR THE FOLLOWING LOAnS AND DE~LEGTION UNLE55 NOT~D OTH~RWiS~. A
LIV~ ~OAD = 40 P5~ A-7 ~
D~AD LOAD = 10 P5~ Y~V lY~~l~.C~~.t~
rorAL Loa~ = 5o P5~
LIV~ LoaD D~FI.~GrION = L/48o oR o.4o INGH~S, WHICH~Y~R 15 L~55,
II 'I/8 I J019T = II 'i/8" D~EP I .1~15T % ° = ~ b-pfan PLAN
14 I J015T = 14" DEEP I J015T
16 I JOIST = 16" DEEP I.1~I5T ~~AL LOGATIONS ~OR N~15H LO R OVER 4"~R L~Y~L:
I i~ r.i~i5r = ia° DF~P i J~I57
aLL PANELS, ME7ER5, GONGRE7E 5L.A6 OVER
SELYES A5 REQURIED VISQUEEN V.B, OVER 4" r-ILL
AT AALL, ETG. SHALL BE NOtE: GONTIZAG70R SHALL
FIELD VERIFIED AND PROVIDrz GONTROL JOINTS LOGATEn IN WHERE SLAB EXGEEDS 18'-0" IN
AGGOt2DANGE WITH ANY DIF2EG710N.
MANUFAGTURER
REGOMMENDA710N5 AND
Af'I'LIGAtABLE GOnES
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5QUA1~ WINDOW i'~Q.'D AGTUAL 1~Q,`1~ A~G7UAL `f~MP~1~D B~DROOM ROOM
p~ ~I~~zIN~ 5~ ~LAZIN~ 5~ V~Nr. 5~ V~Nr. 5~ GL,~ZINC~ ~GR~55 5~
1~lAt~lE ~OOTAGE 1'Y
c~r~r, o~+~ 3,8 q.3 I.Q 9,3 NO I.AUNDRY ROOM 4~
I ib SLIDIN6, (2l 9~° q,3 64 4.6 48 rES oN ~xe~ vooas BREAICFAST 1200M cnsEr+eNr, o~ael.e
KITGIiEN 185 cAS~r, o~v+~ 14.8 21 'i.4 21 NO
PRENGH (7J 32° ~ oN F~+cH coort ~rm
FAMIl.Y ROOM c~r, o~e~ 24.0 40 12.0 50 WIW70W9 AD,1 FR DOOR 3736 North High Street
NOWDER ROOM 3~ 2,4 0'~ 1,2 0'~'~" WA D Suite 201
51UDY 132 ~~r, 10.6 32 5.8 32 NO . A4-i Columbus, Ohio 43214
Phone: 614,263.58$8
DINING ROOM 142 c,~r, o~+et~ 11.4 32 5,'1 32 NO F~: 614,2~3.5900
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~ RppM 312 ~AS~t, ~e~..~ 25 53 12,5 53 NO (4) c~ 13.3 2 A~ 2 MASTER S~D 4 ? 4 ~ - 4. . ~ ~ , O c 2
200 Fix~n 16.0 5.4+~~~ 8.0 0~'" NO I MA5T~12 BATH
; 'll '
6~DROOM 2 I'10 ca,s~r, o~nel.~ 13.6 40 b,8 NO (9) ~ 13.3 A ~
BATH 2 86 taot~ 6.8 0~~' 3.4 0~'" WA ~
2b 7 2 7RU55~5 i75 cAS~rtr, o~,e~ 14,0 26.'1 7,0 NO (2) ~ 13.3 BEDROOM 3 -r~- 2
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B~DROOM 4 158 c,a~r, o~e~ 12.6 26.1 6,3 26~7 NO ~ 13.3 TRU55~5 •
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BVILD~f2 SHALL. Z r~"~ pROVIn~ p01N~R ~
~ ~ V~N75 A5 R~QUI
N ~ TO PRDYID~ O ` ~
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I, AI.L HABIrA~L~ ~ooM SMALI. BE PROVIDEV WIrH AG~RE~Ar~ GLAZING AR~A o~ Nor L~55 THAN 8~ o~ rH~ ~LOOR AI~EA A
0~ SUGH 1200M5. AIATURAL YENTILATION SHALL BE THROUGH WINDOWS, n00R5, LOW~125 OR OTHEf? APPROV~D OP~NINGS TO ~ ~i
T+~~ oUmooR AIR. SUGH Of'ENIN65 SHALL B~ P}20VIDED WI7t+ f~ADY AGGE55 OR SNAI.L OTHERWISE B~ i~EADILY 2 ~ ~ ~
ABL~ BY THE BUILDING OGGUPAI~TS. THE MINIMUM OP~NABLE AIZEA TO THE OUTDOORS SHALL B~ 4~ O~ TH~ _ GON1'ROLL . ~!:ivi 4;~'X~~. n n,S} i{i~.'^ . ~a 1'7. r.~. ~ ~.Y ;in;, FL0012 AREA B~ING VENTILAT~D. ~ ~ o ~ : ~.Y A . ~.C.,..iY.u,~ ~ :1~ f~"W,v. ' •~.Y.~i ' ;i, f ~
1.~...J ~ _ ~ ~ I
2. ~ HABI7ABL~ ROOMS NOT M~~TING TH~ }2~QUIt2~D GI.AZING AR~A SHALL HAY~ A P~RMaN~NT ARTI~IGIAL l.IGHT 50URG~ _ 1 ~ Af2EA 0~ 7HE 1ZOOM AT A HEIGHt OF 30 OOT- 5 OVER TH ~ _ , ?-1-~I ~ ~ ~ ~ ~
GAPABLE 0~ P(ZODUGING AN AVE1ZAGE ILLUMINATION OF b~ GANDLE INGHES ABOV~ TH~ ~LOOR L~V~L. ~ ~ ~ ~ ~ ' ~ ~ ~ 0 ~ ~
1 ~ ~ u, o i ~ ~ ~ o ~ ~
3. HABITASLE ROOMS NOT MEETING THE 12~QUIRED V~NtABLE AlZEAS 5HAlL HAV~ A MEGHaNIGAL 5Y5T~M GAPASL~ 0~ o ~ o O~ N I ~ ry ~ ~
~'RODUGING 0.35 AIi~ GNA~NGE PER HOUR IN TH~ ROOM 012 A WHOLE-WOUSE 5Y5TEM SUPPLYING OUTDODR VENTILATION AIR OP ~ OMPUT~D ON 7HE BA515 0~ TWO OGGUPANTS ~OR 7f+~ FIRST B~DROOMAND ON~ I ~ I ' I ° 7 ~ F- F- ~ ~ ~ ~
15 GUBIG FE~7 PER MINUT~ P~R OGGUPA~N7 G ~ DITIONAL BEDROOM. Q/12 OGGUPANT ~OR EAGH AD ~ ~ Q ~ ~~i~; ~Q ~ D ~ I ~ ~ ~ ~ ~ ~ . l
~ A4' ~ ~ i i i ~ ' ` ~,j,~ ~-1
~ D OTH~R 51MILAR ROOMS 5HAl.L B~ PROVtDED WITIH AGGREGAT~ GLAZING AREA iN 4. ~ATHROOMS, WATER GOMPARTM~NTS AN ' ii i~' t»:., )~:..MS w,~, ~K ~c ~.s,-.:zr._ i,~~,,:~~ ..xn ~,w ~ ~ ~/M, . Q '-i" / J { ~
E55 THAN 3 SQUARE ~~~7 ONE-HAL~ OF WtfIGH MUST S~ OPE~IABL~. 7RU55~5 WINDOWS OF NOT L , ~ aT 24" O.G. °
~ ~"~""~XGEPTION: T++~ GLAZED A}2EA SHALI. NOT BE I~QUIRED WHERE ARTfFIGiAL LIGHT AND A M~Gt+ANIGAL Y~NTILA710N ~ V J
E 50 cF cfm ~OR GONTINUOUS V~N7ILATION), ~ 5Y5T~M AR~ PROViDEO. TI-I~ MIN. YENTILATION RA7~ SHAI.L B m(OR 20 r t ~ ~ ( ~
HAUST~D DII~EGTLY 70 THE OUT51D~. t V~NTILATION AIR SHALL BE EX t ~
_.~t.,. M 0 a ~ ~
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A I. AI.I. GI.A~ZING IN HAZARDOUS LOGATIONS A9 D~~IN~D BY S~GTION 308.4 SHALL M~~T 7H~ ~ A 2) I~ x q~ LV~I,. A GIRDER TRUSS 4
i~Q ~ :.,:.u Kr~ UI1~EM~NTS 0~ SEGtION 308. ~ ~ ' ' -r,ivn,~s :,;?n'. ~+v '~.x.:. r t _ !e::.~.. ..r.. •rr..r.. .
2 2 2
• ERY SLEEI'ING ROOM SHALL HAYE AT L~AST ONE OP~NABLE ~MERGENGY ~SGAPE Oft RESGUE a. ~v ~ ~ ~ ~ ~ A ~ ez.~~:~ ~
01'ENING. WH~i~ ~M~RGENGY ~SGAI'E OR RE5GU~ OPEKINGS A12~ PIZOVID~D THEY SHALI. HAYE A ~ 51LL H~IGHT ~P NOT MORE THEN 44" ABOVE TH~ F~OOR. N ~ ~
~ ~ • ~ - ' ~ 3/12
3. ALL ~M~RGENGY ~Gf~55 oR R~SGUE oP~NING SNALL HAV~ A MINIMUM NEr GLEAR oPENING oF N N ~ 0
5,'I 5Q. ~T. WITH MIN. H~IGHT 24 , MIN. WIDTH 20 . GRAD~ FL001? WINnOWS MAY HAV~ A MIN. N~T ~
` OP~NING D~ 5,0 5Q, ~T. (V ' I .
4, ~M~RG~NGY ~SGAI'E AND f2~5GUf~ OP~NINGS SHALL B~ OPERATIONAL FROM TH~ IN51DE OF TH~ I ~
~ iZ04M WITHOUT THE U5E 0~ KE'(5 OR 700L5. ~
. ~ I I
5. ANY BARS, GRILLS, 5G1~EEN5 OR OTHER OBSTRUGTIONS f'LAGED OYEi~ EMEf~GENGY ESGAPE WINDOWS SHaLL 8~ t2~LEA5A8L~ OR I~MOVABL~ ~tZOM 7HE IN51D~ WITHOUT T{~~ U5~ 0~ A K~Y ~ Job Number; 27Q4
~ 0~? TOOL. ~
, ~ ~ ~ Permit Set
6, IZ~QUIt2~D ~XIT DOOR SHALL B~ A 5117~-HING~D D001Z NOT LE55 Ti~AN 3'-D" WID~ AND 6'-8" ~ ~ i Date: 04,46.2007
HIGH. TH~ MINIMUM WIDTH 0~ A HALLV~AY OR ~XIT AGGE55 SHALL BE NOT LE55 THAN 3-0 . ~ ~ ~ ~
~
~ ~ ~ Seal;
~ ~
q/12 ~ D
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BUILD~R SHALL PI20VIDE V~NtILATION AS R~QVIfZED 70
M~~T MINIMUM GL~AR V~NT AtZ~aS A5 R~QUIf~D BY SEGTION 846. GALGULATIONS ARE HASED ON P}~OVIDING A 0 2- 2x8's + 2- I/2" PWD/05B ~ILLERS
N~T AR~A 0~ I 70 300 ~OR V~NTILATION,
I. B~AR 2x8, 2x10 AND 2x12 LINT~LS ON (I) 2x4 JAGK STUD,
f~QUiR~D VENT AR~A AT TWO 5TORY AREA:
1540/300= ~.I 5Q. ~T. 2. S~AR 4VL LINT~LS ON (2) 2x4 .IAGK 57UD5. ~~~~~L~liY~
- 2° GONT. 50~~IT V~IT PROVID~S .Ibb'? SQ. ~T. OP V~N"f~D 3. PROYID~ 2 KING 57UD5 (~ULL H~IGH7 5TUD5 ~AG~f 51DE 0~ WINDOW FR.AMING
A1~A P~R LIN. ~ODT.: UNL~55 NOTED OTHERWIS~.
164 L1N. ~r, x.16b7 5Q. ~r.= 27,3 ~r.
REQUIRED Y~NT AI~EA AT GAI~AGE/SEGOND PLOOR:
820/300= 2.73 5Q. ~7.
2" GONT. 50FFIT VENT:
80 LIN. FY. x.1667 50. FT.= 13.4 r-r.
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IA~OMIZATION AND N07E~3.
~ ~ i ~ ~ . ~ LINTELS 4 Job Number: 2704
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-~r oA 2- 2x8's + 2- I/2" PWD/05B ~ILL~RS Permit Set . Date: 04,06.2407
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