07200875 Permit FileCITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Date
Application No. Q? ? Doo"% :i ?
APPLICATION FOR ELECTRICAL PERMIT
Job Address LEgA C-A"rGS`M1AE Parcel N
Subdivision
Owner Name Telephone
Contractor Name &jg? U*ic*q Telephone
Contractor Address
Residential: 15056
New Sq. Ft. AiCeraticn
Temporary Service $40.00........................................... Lot No
°13'1- (a 47-- -0 386
Registration No.
Sq. Ft.
$40.00 Minimum plus $20.00 for each additional 500 Sq. Ft. or fit'aetion thereof over 1000 Sq. Ft.
Low Voltage Systems: Square Feet
$40.00 Minimum plus $10.00 for each additiona1500 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
CommerciaL•
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..............!...........................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION ??AmP eLkOVItAC'' ""'m-ilie
This permit is granted on the express condition 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 anj.?ions of sai'(?fws.,/)
Signature of licensed contractor or homeowner
Division of Building Standards
Date: 1/1/2001
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . .
Revision number . . . . . . .
Property Address . . . . . .
Parcel Number:
Alternate Address:
Tenant nbr, name . . . . . .
Application type description
07-00200875
1
6894 SAGESTONE DR
147-0110011000
BISHOP'S RUN SEC 2
SQ FT 5056'
RES SINGLE FAMILY
Date 12/12/07
# 48
DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . DICESARE COMPANY, THE
----------------------------------------------------------------------------
Permit . . . . . . ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 220.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 6/09/08
Qty Unit Charge Per Extension
BASE FEE 40.00
9.00 20.0000 RES ELECTRICAL SERVICE 180.00
----------------------------------------------------------------------------
Special Notes and Comments
Missing sanitary manhole, service and it's elevation, water
service, storm line & catch basin located in wrong area,
fema information, erosion control and tree preservation
note, and grades in wrong locations.
Incorrect grades shown around the house, wrong first floor,
missing top of block elevation, and sideyard slope at edge
of driveway exceeds maximum 3:1.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
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
I
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Page 2
Application Number ..... 07-00200875 Date 12/12/07
Revision number . . . . . . . 1
----------------------------------------------------------------------------
Special Notes and Comments
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.
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 220.00 .00 .00 220.00
Plan Check Total .00 .00 .00 .00
Grand Total 220.00 .00 .00 220.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
6 v?
Date
Application No. a. -4• Z00oq s-
APPLICATION FOR ELECTRICAL PERMIT
Job Address ? e-4 0 e+? ? Pazcel N.
Subdivision 6"S6p5 ? v^ Lot No. LA
?- 3 ? 4 3? 2 2
Owner Name g ?? ??- b ??_N Telephone CI
Contractor Name 1"0 51 _j'n r r t-sr Fl edrlelephone `f Z ? `? ? ?d b
:e.lJ? ,??r?- ' S ?
? ? v
Contractor Address Dublin Registration No. 0
C„ i N-l 4
Residential:
New Sq. Ft.
Temporary Serv' e L$40.00...... „. ...,....
$40.00 Minimu . or each
Low Voltage Systems: Square Feet -
$40.00 Minimum plus $10.00 for each
Commercial:
.............................. ?
Sq. Ft. ot fia6Cioi4 thaeof over 1000 Sq. Ft.
500 Sq. Ft. Qr fwtion thereof over 1000 Sq. Ft.
New Sq. Ft. Alteration/Addition Sq. Ft.
Temporary Service $60.00 ..........................................................................................................................
$60.00 Minimum plus $60.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.
and up to 50,999 Sq. Ft. (sizes above, See Fee Schedule)
Low Voltage Systems: Square Feet
$30.00 Minimum (plus $20.00 for each additional 1000 Sq. Ft. or fraction thereof over 1000 Sq. Ft.)
3% State of Ohio Surcharge (commercial only)
Total $
JOB DESCRIPTION
This permit is granted on the express condition that the said work shall in all respects, conform to the ordinances of the City of
Dublin, all the laws of the State and the National Electric Code regulating construction, insta?lation, repair and alteration,
and may be revoked at any time upon violation of any p,rovisions of sai,? laws. ?
Signature of licensed contractor or homeowner
C?
Division of Building Standards
Date: 1/1/2001
. _ . ? ?
CITY OF DUBLIN
• ' Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200875 Date 9/06/07
Revision number . . . . . . 1
Property Address ...... 6894 SAGESTONE DR
Parcel Number: 147-0110011000
Alternate Address: BISHOP'S RUN SEC 2# 48
Tenant nbr, name ...... SQ FT 5056'
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . DICESARE COMPANY, THE
----------------------------------------------------------------------------
Permit . . . . . . TEMPORARY ELECTRIC PERMIT
Additional desc . .
Permit Fee .... 40.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 3/04/08
Qty Unit Charge Per Extension
BASE FEE 40.00
----------------------------------------------------------------------------
Special Notes and Comments
Missing sanitary manhole, service and it's elevation, water
service, storm line & catch basin located in wrong area,
fema information, erosion control and tree preservation
note, and grades in wrong locations.
Incorrect grades shown around the house, wrong first floor,
missing top of block elevation, and sideyard slope at edge
of driveway exceeds maximum 3:1.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
A Minimum of THREE, 2-1/2 Inch Caliper DECIDUOUS TREES
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 ..... 07-00200875 Date 9/06/07
Revision number . . . . . . . 1
-------------------------------------------------------------------------
Special Notes and Comments
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.
------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 40.00 .00 .00 40.00
Plan Check Total .00 .00 .00 .00
Grand Total 40.00 .00 .00 40.00
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
10-09-2007 10:39am From-BiRD & BULL 1-614-761-1328 T-592 P.002/002 F-484
....,I..........,. --•-- -- - - --
CzTY oF DUBr.IN' ! Division of Buti ding Standards • 5500 Shier-Rings Road -'Aublin, Ohia 43016
i phon e: (614) 414-4670 • tnspection Line; (614) 410-4680
AppEication Number.
SURVEYOR
BUiLC ING LOCATI4N AND FIRSI' F1.OOR ELEVATl4N
CERTIFICATION F4R.M
i, the undersiqned, di, hereby certify tlze foltowing tQCation of buiiding and elevation of
top of the foundatlon wall at the referenced property. lt is the baiider's responsibility ta
insure that the tocatic n and etevation of ftie•tep of the foundation w ?laved bh r ?oQf
system, as per the al iproved prints, comply ?vith the sito'pian app y th CTtiY
Dublin (in reference ti, the Ctty of Dubtiri"Godifiet[ Urdittahce 13Q5,02 (k)).
ProperEy 4wner. f) (` v C? J GtV . . . . . , --
Subdivision: Sk-1 d?? s??? ?' . i_
Lot Number.
Address: U IN-e- . 1.? ? ---
Approved Foundatihm Elevation
Acfiual Top of Fourn lation
Profossior?at Se ?? ?? O,S,?
, Q
r? ?y?
?
?` '• RAY1aOND
MkLER ?
O 1
'?Q`,SF„ k` `Qf???
? /Onr e ti 5?
This form is to 6e c
availabte an-site witF
? ExceNSurvey 02.N14
q3q -
LL Feet above mean sea level.
9 3Ll •_7 Feet above mean sea level.
a re of Surveyor
,il tC>(Cq
Date
to the faundation inspecdon anci must be made
the approvpd prints.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number ..... 07-00200875 Date 8/27/07
Revision number . . . . . . . 1
Property Address ...... 6894 SAGESTONE DR
Parcel Number: 147-0110011000
Alternate Address: BISHOP'S RUN SEC 2# 48
Tenant nbr, name ...... SQ FT 5056'
Application-type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . DICESARE COMPANY, THE
----------------------------------------------------------------------------
Permit . . . . . . RESIDENTIAL BUILDING PERMIT
Additional desc . .
Permit Fee .... 500.00 Plan Check Fee .. .00
Issue Date . . . . $•D?'s - p';i Valuation . . . . 0
Expiration Date . . 2/23/08
Qty Unit Charge Per Extension
BASE FEE 140.00
9.00 40.0000 RES BLDG PLAN REVIEW 360.00
----------------------------------------------------------------------------
Permit ...... RES HEATING, VENTILATING, A.C.
Additional desc . .
Permit Fee .... 230.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/23/08
Qty Unit Charge Per Extension
BASE FEE 50.00
9.00 20.0000 RES HVAC 180.00
----------------------------------------------------------------------------
Permit ...... LOW VOLTAGE ELECTRICAL PERMIT
Additional desc . .
Permit Fee .... 130.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/23/08
Qty Unit Charge Per Extension
BASE FEE 40.00
9.00 10.0000 RES ELECTRICAL LOW VOLTAGE 90.00
----------------------------------------------------------------------------
Permit . . . . . . GAS LINE PERMIT
Additional desc . .
Permit Fee .... 70.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/23/08
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 ..... 07-00200875 Date 8/27/07
Revision number . . . . . . . 1
Qty Unit Charge Per Extension
BASE FEE 70.00
----------------------------------------------------------------------------
Permit . . . . . . WATER PERMIT
Additional desc . .
Permit Fee .... 1600.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 2/23/08
Qty Unit Charge Per Extension
1.00 1600.0000 EA WATER DUBLIN .75" WATER TAP 1600.00
----------------------------------------------------------------------------
Special Notes and Comments
Missing sanitary manhole, service and it's elevation, water
service, storm line & catch basin located in wrong area,
fema information, erosion control and tree preservation
note, and grades in wrong locations.
Incorrect grades shown around the house, wrong first floor,.
missing top of block elevation, and sideyard slope at edge
of driveway exceeds maximum 3:1.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
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
This permit is granted on the express condition that said work shall in all respects,
conform to the ordinances of the City of Dublin and all laws of the State of Ohio
regulating construction, installation, repair and alteration and may be revoked at
any time upon violation of any provisions of law.
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
Application Number . . . . . 07-00200875
Revision number . . . . . . . 1
Page 3
Date 8/27/07
-----------------------
Special Notes and -------------------------------------
Comments ----------------
City of Dublin ap proved Street Tree List.
Installation will occur during the landscape phase of this
house. Placement of the THREE TREES will be Field-Veri fied
by The City PRIOR to INSTALLATION. CORNER and THROUGH
LOTS Shall Meet T his requirement on all street
frontages.
-----------------------
----------------
Other Fees . . . ---------------------
. . . . . . RES BLDG INSPECTION ----------------
510.00
RES CERTIFICATE OF OCC 30.00
SEWER DUBLIN 2000.00
SEWER COLUMBUS 3044.00
--- SEWER INSPECTION FEE 120.00
--------------------
Fee summary
----------------- -------------------------------------
Charged Paid Credited
---------- - ----------------
Due
Permit Fee Total --------- ----------
2530.00 .00 .00 -----------
2530.00
Plan Check Total .00 .00 .00 .00
Other Fee Total 5704.00 .00 .00 5704.00
Grand Total 8234.00 .00 .00 8234.00
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.
Y??, `v A ?-?q . 3??- ?-
?
?
?. ?
?
? APFLICATION FOR BUILDING PERMIT ( ?>
? • 7'his form is provided by the Building Tndustry Association of Ohio as a public service. ?.?
THE Builders PERMIT NUMBER
O
-?;
Issued in Ohio Under Authority of
q
O
lx Auditors Taxing District Pazcel Number 39,00 z 9 O I o0 6 3
0
a
?' Address of Property 68?t/ SA CS?DIl1C DlQ 1 VG
7
c
° ?vbt? a? ysor6
p' Subdivision Lot
Applicant's Name: Br vc-e- ? Av y Phone Number:
Email Address: ?1n o.h P y o? a qv v? Q,p `, Gp M Fax Number: y ry '7 ' 9'7 9 y
1
Qwner's Name: -1-Sr- U Gt 47 A Vj Phone Number: 615 -7 -$ 7 9$
F Address: ,?jb.2U DorGhGS4 t(e Rcl Lo /v rh 6us
09 Y322 /
? 1
Designer's Name: SZ cv eN C.o tI AN? Phone Number:
P (6?y) Y87- 9722
Q .
Address: ? S(S W ebt Laue, A Vcnrve- euluo"LS 014 Y322 /
Builder's Name: -r h G Dj CCSA /'e Cd M p d N 1'hone NumbertAty) p 73 - 733 7
Address: 92D6 lYJCIYIOR/ql 91?lvZ f'/A/N 61''/
bN 11366y
f
Builder's ID:
Type of Improvement: 0 tw ho M G Improvement Cost: 3 00, 00 O
Number of $edrooms: y Heating Fuel: N41vrq l G AS Number of Gas Appliances per Unit: ?
Number of Baths: Sewage Disposal: bl, Garage
Building Height: Water Supply: 3 Number Car Garage: 3
p Building
Unfinished Basement Zoning
Lot Area ,26 9 a c rC S
o Finished Basement Total % Occupied by Structure
?
`y Lower Level
Front Setback
•
w st Floor
1
2nd Floor 61 Rear Setback 32 %6"
o
? - tLi gD
3rd Floor
Right Setback
a" -0ther
Left Setback 6 f
4.
Garage 6410 ,
Lot Width at Building Line fQ
DecWScreened In Porch ? lA,
'?
? ?
Zoning District
j
Gross Square Feet
$uilding Area at Ground Leve - Existing Use of Property
Living Area rj Flood Plain Yes Na
'I'he owner of this building and undersigned, do hereby covenant and agrec to comply with aU tha laws of the State of
Ohio and the ordinances of thia jurisdiction, pertaining to building and buildings, and to construct the proposed building
or atructure or make the proposed change or altcration in accordance with the plans and specifications submitted
'
henwith, and certify that tho information and stat ents given on this ap lication, drawings and spec
cations are to the
a Q? best of their knowledge, true and cartect.
Signature of Applicant
Date Received Date Received Date Received
?
a
Date Ap roved
Date Approved ?/1,`T/0 ? g
Date Approved
?
?
'
0 /
j
Zoning Official Plans Examiner Issuing Authority
CITY OF DUBLIN
Division of Engineering
Applicant: 1?5k
site:
DO NOT REMOVE THIS SHEET FROM SITE
e_..
PLEASE PRINT ALL INFORMATION
? No Violations/Inspection Approtred u
? 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)
5800 Shier Rings Road
Dublin, Ohio 43016
Phone: Vl1'DD 614-410-4600
Inspection Line: 614-410-4680
Fax: 614/761-6506
? Approved For Conditional Occupancy
LI1t?: Adjust AAanhate to grade (Sanitary/Storm)
Q11. Rebuild Manhole Throat (Sanitary/Storm)
(Ur'd. 59-74, Sec. 51.04)
?12. Imptoper Grading
(t7rtl. 7-75, Sec. 150.040)
?13. C1ean StreeUCiean Sidewalk
(Urd. 7-75, Sec. 150.039(J))
(t3.R.C. 723.011)
?14. Adjust Watch Valve to Grade
(Main{inelFire Hydrant)
?15. Install Grade Stakes
(Policy 98-027)
? 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)
?16. Submit "As Built" Plot Plan
(Policy 98-027)
?17. Driveway Exceeds 8% Maximum Slope
(Policy 98-019)
?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: uate:
Re-Inspection: ? Approved ? Disapproved ? Conditional
Inspector:
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
(Provide Detail Plot Plan of Lot) ..)
Lot No: ?? Applicatia?t I?:?'? •????subdivision: ??1S?OG?S ?V-\
RESIDENTIAL RESPONSE LETTER
t 1 t1 tA Dt:Rt M June 28, 2007
Review Services
5800 Shier-Rings Road `
Dublin, OH 43016-1236
DiCesare Company
Phone: 614-4104600 9200 Memorial Drive.
Fax: 614-718-4346
www.dublin.oh.us
Plain City, Ohio 43064
Re: Application #07-200875
Lot # 48
6894 Sagestone Drive
Dear Sir or Madam:
The City of Dublin's Review Services has reviewed your request for a Residential
Building Permit submitted June 01, 2007. At this time, the overall review status is
disapproved. The outcome of each review type is shown below with comments to be
addressed in the accompanying plan review notices.
Building/Structural - disapproval (Plan Review Disapproval Notice attached)
Engineering - disapproval
Zoning - disapproval (Plan Review Disapproval Notice attached)
Please note the Building plan review letter is not a Building Permit.
Please return the original submittals with two new revised site plans and the additional
information requested per the Plan Review Disapproval Notice to the Dublin Permit
Window (5800 Shier-Rings Road). Specific technical questions pertaining to plan
reviews may be directed to the appropriate Dublin plan reviewer. Our plan reviewers
can be reached at 614/410-4600. We look forward to receiving your resubmittal
responsive to these comments, enabling us to approve the requested permit.
Sincerely,
Robyn Harp
Clerical Specialist 11
? APPLICATION FOR BUILDING PERMIT
This fortn is provided by the Building Indushy Association of Ohio as a public service.
THE Buildeis PERMIT NUMBER
'T
, issued in Ohio Under Authoriry of
n
0
?. Auditors Taxing District Parcel Number 3 q.p0 z 9 O 100 6.3
Address of Property
687t/ SA CS?IUC DR I VG
? ? b t?? a u y3016 .
Subdivision Lot ?} t? $
Applicant's Name: 16rv?-Q:? Av ? Phone Number: %} S7' S'] 88 .
EmailAddress: }1nn.?,?Pyo?dqvy@Q,p`.G?M PaxNumber: 457- 979y
?
Owner's Name: b r PhOne NumbeT: 4 5'7 - 5 7 8 8
? Address: ,3 b,Z U 17o r Lh t S4e R Rcl Co lv n+ `us
614 Y322 I
?
a 1
Designer's Name: S-tc v ewI ? k1?Nc? Phone Number:
pt (6/y) Y87-St72z
,d Address: ? 5(S W tst Lasre. A vcorve- eoluiyi6vs 014 Y322 /
Phone Number6,(? j 8 73 - 73.37
Builder's Name: ? h G Di CC.SrQ re COiyJ p p ;
?
Address: 9)00 9/Q/(/L C/Ty
, bfI l?306'?
141,v
,
Builder's ID:
Type of tmprovement: N tw \'1o M G Improvemcnt Cost: 3 00, OC C,
Number of Bedrooms: q Heating Fuel: NtIV rq I 645 Number of Gas Appliances per Unit: ?
Number of Baths: Sewage Disposalr b" Garage
Building Height: Water Supply: Number Car Garage: 3
: o BuildFng Zoning
W Unfinished Basement ? Lot Area ,,269 a c r? s
? Finished Basement Totai % Occupied by Structure
S Lower Level Front Scthack •
? 1 st Floor
2nd Floor i???
Reaz Setback 3,Z '6?
o
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3rd Floor
Right Setback
a Other
Left Setback 6 7Cf.
6arage -' Lot Width at Building Line f p f?-
Deck/Screened In Porch
Zoning District
?
Crross Square Feet
Building Area at Ground Level -?' Existing Use of Properiy
Living Area 5 Flood Plain Yes No
The owner of this buildius and wndecsigaed, do hercby covenaat aad agrec w comply witb aU tho laws of ihe State of
Ohio and the ordinancea of thia jurisdiction, patainiag to boildiag snd buildlugs, and to construct the proposed building
... ? or atructure or make Uu proposed ctange or altmafion in accordance with the plans and apoeifications submiaed
FICTCWItII, 8nd CCItjfy tI1H1 dID tAfO(DI8dd18ila ents given on this s lipdoo, dmwings and spec' cations are to the
best of their knowlcdge,true wW correct.
a `" Signature of Applicant
Date Received Date Received Date Received
h
?
Date Appmved
Date Approved
Date Approved
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Zoning Official Plans Examiner Issuing Authority
J
I
CITY OF DUBLIN
- Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shail comply with the 2004 Edition of the
Residential Code of Ohio.
PLA N R EVI EW CHE CKL lST
Appiication No.? o
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Date Reviewed a o ? Q
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Plan Reviewer's Comments & Notes
Reviewed By ? Z m a Q
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Approved Disapproved o ?
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OBBC Model Energy Code EC Check worksheet required
Manuai J/Elecbic Loads Houses over 3.000 Sq. FL
Ordinance Stair Risers & Treads 7 314" max. riser 10" min. Uieads and 6 8" headroom
R303.6 Stairway Illumination
R311 Handrails & Guards
R312
Schedules Required on P/ans; houses, addrfions and
R303.1 Light & Ventilation Schedules I i
v sunrooms
R306
R307 • Sanitation - Fixture Clearance ? Figure 307.2
R308 Required Safety Glazing
R309 Attached Garage Fire Separation 1318's.c. or20min. doorand 5r8'gyp. Bal. Type 'k'on
all common walls per City Ordinance
R310 Bedroom Emergency Egress 5.7 sq. fl. (24' net hgt. 20' net width) max. window s6f1
hgt Of 44' a.f.f.
R311 Exits ILL
R311.4.2.1 Interior poors Bath 24'k 6'8' habitaWe space 2l6*c 618 (min)
R311.4.3 Landings M' imum 3' x 3'
R311.2.2 Understair Protec6on 112' gyp. Bd. Type ?C'
R313 l Smoke Detector Locations Bsmt/hallway/bedrooms wired to prime electricJbattery
Pack - u?nte?connected .
Orclinance Carbon Monoxide Detector Outside sleeping ar?sas
R317 Foam plastic separation
R401.4.1 Soil bearing capaaty Use 1,500 psf
R403 Footing/pier/pad size & location(s) .
R403.1.6 Foundation anchorage 112' anchor bolt @ 6'0" oc; 7' into masonry & concnefe
Stamped engineered foundation pfan ?quired for
R404 Foundation wail sizes 8? rereinforcements houses and add'?ions
R405 Foundation drainage systems
R406 Damproofing or waterproofing
R502.3 Floor jast(s) allowable spans Lumber speafications required on drawings
R502.5 Allavable girder spans Per Tables R502.5(1) 6 R5025(2)
R502.6 Bearing 12" for wood & steeU 3" for masonry & concrete
R502.11.4 Floor Trusses Engineered design required at Frame lnspection
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PLA N R EVIE W CHE CKLIST
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R503 Floor sheathing
R(402.2)
R 506 Concrete floors on ground
R602 Wood wail framing
R602.7 Headers Tables 5025(1) & R502.5(2)
R602.10 Wall bracing
R603 Steel wali framing
R703.7 Masonry veneer Table 703.4
R802 Wood roof framing Show truss profiles on roof pfan
R802.3 Framing details Rafter ties, Msf not perpendicular b refters
R802.4 Allowable ceiling '' t spans
R802.5 Allovable rafter spans
R802.10 Roof trusses Stamped engineened mof husses required at framing
insPection
R807.1 Attic access 22-x 30'
R1001 Masonry chimneys Spark amestor with rain cap per City ONinance
R1002 Fado buiR chimoeys S rk anesMr witlr rgin cep
R1003 Masonry fireplaces able 1003.1 & Figure 1003,1
R1004 Fadory buiit firepiaces L'O
R1005 Exterior air supply
M1701 Combustion air
i 50 cubic per 1,000 btu/h
R602.3.1 Stud size & spaang Table R602.3.1(2)
.
Front 8 Back Fortn
Revised 04/12/05
..?..?....? .?...._ ---- } _
CX??? OF ???LIN .
1JINasion ul JUu„u,?lr, ?,?.........,,.,
• . 5800 Shier Rings Road
Dublin, Ohio 43016
Phone: ?'/TAD 614/410-4670
InspectionLine: 6141410-4680 .
. i
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PLANREVIEW
• DXSAPPIZOVAL NOTICE
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Dublin, Ohio 43016
. ' _ Phone: ti'lTDD 6141410-4670
C?TY OF DTJBLIN ' . InspectionLine:614/410-4680'
i
PLAN REVIEW
. ,-1%Y0Abnb n'c Tn Y-.Tn-rrrF . PERMIT# ??? `?Cj ? S • _ DATE
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. PLANS Ex:AMINER (?
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Division of Planning
5800 Shier Rings Road
Dublin, Ohio 43017-2182
PLAN REVIEW Phone: (614) 410-4600
"'ff °F°`BL'N DISAPPROVAL NOTICE Fax: (614) 718-4346
PERMIT# 07-OZG097 S DATE ?p -oZ7 -0--7
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CITY OF DCBLI\
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PLAN REVIEW
DISAPPROVAL NOTICE
PERMIT# 0-1-ac097
Division of Planning
5800 Shier Rings Road
Dublin, Ohio 43017-2182
Phone: (614) 410-4600
Fax: (614) 718-4346
DATE & a7 --0?7
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Correction Letter
All exposed foundation to be covered with cultured stone.
Cultured stone and watertable to wrap 2' of left and right elevations of sheet 2.
1"x6" Harditrim to be placed around all windows.
Correction Letter
All exposed foundation to be covered with cultured stone.
Cultured stone and watertable to wrap 2' of left and right elevations of sheet 2.
1"x6" Harditrim to be placed around all windows.
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CNJ( REScheck Software Version 4.0.1
Compliance Certificate
Project Title: Davy Residence
Report Date: 05/15/07
Data filename: D:yobs\Davy\davy.rdc
Energy Code: 20031ECC
Loca6on: Dublin (Frankli n), Ohio
Construction Type: Single Family
Glazing Area Percentage: 16%
Hea6ng Degree Days: 5719
Construction Site: OwnedAgent: DesignedContractor.
6894 Sagestone Drive Bruce Davy Steve Copeland
Dublin, OH 3820 Dorchester Road Steven R Copeland Architect, Inc.
Columbus, OH 43221 1515 West Lane Avenue
Columbus, OH 43221
(614) 487-8722
SRCarchited@SBCglobal.net
Ceiling 1: Flat Ceiling or Scissor Truss: 1900 30.0 0.0 67
Wall 1: Wood Frame, 16" o.c.: 3668 13.0 0.0 252
Window 1: Wood Frame:Double Pane with Low-E: 516 0.250 129
- Door 1: Solid: 36 0.340 12
Door 2: Glass: 46 0.360 17
Basement Wall 1: Solid Concrete or Masonry: 92 0.0 11.0 58
Wall height: 0.5'
Depth below grade: 0.0'
Insulation depth: 0.0'
Basement Wall 2: Solid Concrete or Masonry: 1580 0.0 7.5 119
Wall height: 8.6'
Depth below grade: 8.6'
Insulation depth: 4.0'
Window 2: Other: 20 0.600 12
Floor 1: All-Wood JoisUTruss:Over Unconditioned Space: 326 19.0 0.0 15
Fumace 1: Forced Hot Air: 90 AFUE
Air Conditioner 1: Electric Central Air. 13 SEER
Compliance Statemenh The proposed building design described here is consistent with the building plans, speafications, and other
catculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in
REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Chedctist
Name - Title Signature Date
Davy Residence Page 1 of 4
Cori ii ?n:Passes ::?%. 755 681 9.80/", Better Than Code (UA}
.
REScheck Software Version 4.0.1
Inspection Checklist
Date: 05/15/07
Ceilings:
? Ceiling 1: Flat Ceiling or Sassor Truss, R-30.0 cavity insulabon
Comments:
Above-Grade Walis:
? Wali 1: Wood Frame, 16" o.c., R-13.0 pvity insula6on
Comments:
Basement Walis:
? Basement Wall 1: Solid Concrete or Masonry, 0.5' ht ! 0.0' bg / 0.0' insul, R-11.0 continuous insulabon
Comments:
Exterior insulabon has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulabon and
extends at least 6 in. below grade.
? Basement Wail 2: Solid Conaete or Masonry, 8.6' ht / 8.6' bg / 4.0' insul, R-7.5 continuous insulabon
Comments:
Exterior insulabon has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade) insulation and
extends at least 6 in. below grade.
Windows:
? Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.250
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
? Window 2: Other, U-factor: 0.600
For windows without labeled U-factors, describe features:
#Panes _ Frame Type Thermal Break? _ Yes _ No
Comments:
Doors:
? Door 1: Solid, U-factor: 0.340
Comments:
? Door 2: Glass, U-factor. 0.360
Comments:
Floors:
? Floor 1: All-Wood Joist/T'russ:Over Unconditioned Space, R-19.0 cavity insulabon
Comments:
Heating and Cooling Equipment:
? Fumace 1: Forced Hot Air. 90 AFUE or higher
Make and Model Number: '
? Air Conditioner 1: Electric Central Air. 13 SEER or higher
Make and Model Number:
Air Leakage:
Davy Residence Page 2 of 4
of air leaka98 are sealed•
envelope ?at are sources 0 5- ?earan? NOm
air-U9ht assembly with a
' er such oPgnings in the buildin9 ing??ation.
enetrations, and a?? °? 2) ins?l1ed inslde an aPPfOpriate 1earance from
? Joints, p ATyPe IC rated, or
Recessed li9h? are ) ?? rated, flxtiures are inslalled With a 3 c
0 ?mbustibie materlals. lf non- 12 inches is R-18.
Skylights, uiremeni for skY?f9ht shafts e9ua1 to or greater than
Nlinimum insulation req and floors•
? vented Named ?ilings, Walls,
Vapor Retarder: of al? non-
in-W?nter side ?ons•
? Inslalled on the warm- urers instaUatiorr inslru ro?ded.
ordance with the manufa?ined• equipment ha?e been p
I?Aaterials Idsntification: liance can be determ Water heaUn9 lans or specifica?ons•
8 uiment are insta??ed ?n a that comP ment and service the building P
0 Materials and 9 p ?lyn9 eQuip ma?ced on gulated, and in a
e n t are identified so
? Malerials an d e 4 u'p e uipment effi?en? a re cle ar?Y W?th the surfa c e e i n g In
m
anuals for all ins??1ed and heating Q ? n $ubstantial contact
0 Man u f a c t u r er m ?azing
.
InsulationR- U- f a c t o r s, ?io n s,
f?gtw the insulation
values, 9 to manufacturers ressing
?
P
insulation is installed ac?° rding
ner that achieves the rated R-value without corn
?
man
outsids the buildin9 are insulated to R?
Duct Insulation: afe ingulated to R retum du? in
uncondftioned attics or uired on
Y at{ics or outside 1he buildin9
Supplducts in is not req
0 Retum ducts in unconditione
nditioned sPa?s are Insulated t BR j are lnsulated to R-2• insulatian
? lducts in unc° S aces (eX?Pt basem
0 Supp Y nditioned p
Rewm ducts }n unco
0 basements• ' lenums, ?8 Wall Is I nsulated to R- •
ned• ,
? Where extenor walls are used ag meg?cpiu$_embedded-?bdc
stem equiPment are sealed anma ti? (echanice?hl adhesives). fagte
puct Construation: fastened with welds' 9askets,
nnecUons to flanges of air distribution sY
? Duct co c?nnec?ons are securery u? 1818. ?,9, (500 Pa)•
oints, seams, and are ratsd UL 181A or at 18? than 2'n W
??1 mastics on ducts oPeratin9
? or tapeS• Tapes and oInts and seamg
ExcepVons: ?ong' ludinall stems.
air andwate? Sy andlor
Cont?nuously We?ded and loc e?a9s ?balancing ?e heatin9
SYStem provides a m to Pa??ally reS?ct or shut off
The NVAC means
? Controls: SYstem. A manual or automaUc
Temperature S8 arate H?AC
rovided. integ?l heat
Therm°S?ts exist for each or ?oor is p
? water heater has
W an
cooiin9 ?nPut to each zone
th ?e inlet and ouUet unlsss the
have a heat trap °n
SeNicg b°
ater Heating' ver???? p?Pe ?sers
Water heaters Wi?c'rculating sYstem•
ater p?pes are insulated to the levels in Table 1•
? ?ap or is pa? of a
Circulating hot w
? Hot W ater Systems ' iet
Circulating is nom non-d8P
? ulatin9 hot water pipeS are insulated to the levels in Tabls •
? Circ 015: heater swi??h and a cover unless over 20% of the heating energY
Swimn'?ing PO ols have an onloff swimmin s?e a time clock
? evels in Table 2
All heated . e l
sources. Pool pump de rees F are insulated to th
pipin9 lnsulation? rees F or chil?ed fluids below 5
and Coo e 5 9
_ ?ieatin9 lin9
?iVAC piPin9 °Onveyin9 fluids abov 105 deg
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Pa9e
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Table 1: Minimum /nsu/ation Thickness for Circulatin
g Hot Water Pipes
Insulation Thickness in Inches by pjpe g??
Heated Water Non-CircWating Runouts
Temperature (°F) UP to 1" Up to ?,25• Clrculating Mafns and Runouts
170-180 1.5" to 2.0" Over 2^
140-169 0'S 1.p
100.139 p:5 0.5 1:0 2.0
0.5 0.5 1.5
1.0
Table 2: Minimum /nsu/atio n Thi
ckness for HVAC Pipes
PiPing System TypeS
Heating System Fiuid Temp.
Range(°F) Insulation Thtckness in Inches b pi
2' Runouts
ypg Sizes
s
Low Pressure/TemperatUre
Low Temperature
201-250 and Less 1.25" to 2.0" 2.5" to 4•
Steam Condensate (for feed water)
Coo11n9 Systems
q?y 200 1.0
0•5
1'5
1A
7.5
2.0
Chilled Water, Refigerant and
Brine 40.55 1.0
1•0 1.0
1.5 1.5
2.0
Bebw 40 0.5
1.0 0.5 0.75
1.0 1.0
1.5
NOTES TO FIELD; (gpilding Departm 1.5
e nt Use Only)
Dary Residence
Page 4 of 4
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CITY OF DUBLIN
Division of Building Standards * 5800 Shier-Rings Road * Dublin, Ohio 43016
Telephone: (614)490-4670 * Inspection Line: (614)410-4680
CARIS ALEXA.NDER
DICESARE COMPANY, THE
9200 MEMORIAL DR.
PLAIN CITY, OH 43064
.
2007 RECalSTl?ATlOi1i CER7'IF/CATE
GENERAL CONTRACTOR
Registration Number: 07-9696
D/ CESARE COMPANY, THE
9200 MEMORIAL DR.
- --PLAtNLC_LTY, OH __43-0_f47_ . _
This City of Dublin Contractor's Registration is being granted pursuant to Chapter
150.140-150.146 of the Codified Ordinances of the City of Dublin.
This Contractor's Registration will remain active until December 31, 2007.
However, registrations will be suspended if copies of Commercial Liability
lnsurance and/or State of Ohio Qualifica#ion Certificates are not forwarded to our
office once they expire.
Please note: Contractor Registrations must remain current until each job worked
on has been issued a Final Occupancy.
Additional
Requirements Document Number Expiration
Date
COMMERCIAL LIABILITY INSURANCE CAP5064144 09/01/07
Correction Letter
Install all handrail per code R311 and R312
All stair risers and treads shall comply with section 314 ORC and city of Dublin
ordinance 7 3/4" max. riser height and 10" min. tread depth
Install all ceilings with 7'6" min clear ceiling height required with 6'8" min under
beams, ducts, girders,soffits,etc. per Dublin Ordinance
Two-story family room windows will be safety glazed per code R301
Attached garage will be separated per R309
Use door call-outs on plan. Do not scale. All doors to bedrooms will comply with code
R310
All egress windows to be installed per code R310
Two-story family room wall to be balloon framed per R602.3.1
Garage doors to be weather sealed
All studs to be sized and spaced per code R602.3.1
Fireplace to be direct vent.
Uivision oz pw,u"?8 .??..........?.,
5800 Shier Rings Road
' - Dublin, Ohio 43016
Phone:-N'/TDD 614/410-4670
CITY OF pIJBLIN InspectionLine:614/410-4680'
i
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PLANS Ex:ANIINER
lUIrIs1011 oz J13w'u"'r, ? .............,
Dublin, Ohio 43016
7161TY 5800 Shier Rings Road
Phone: ?'/TAD 614/410-4670
OF pIJBLIN InspectionLine:614/410-4680'
i
• P3J? ?VIEW •
DISA7'PROVA.L NOTICE
PERMITg AATE ? ?-???5 Q /?- ?? ? ?4- 7."f?E ? •
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? PLANS EXAMINER (?
.. ..?........?.? -+?_ _.__-? __ _
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
These drawings have been reviewed for and shail comply with the 2004 Edition of the
Residential Code of Ohio.
PLAN REVI EW CHECKLIST
Application No. o-? aoe e-15 `o m .
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Date Reviewed ° °
_"
Z - ? w x .2
a o w ? a Plan Reviewer's Comments & Notes
Reviewed By o z d a a
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Approved
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OBBC Model Energy Code tyfEC Check worksheet required
Manual J/Electric Loads Houses over 3,000 Sq. Ft.
Ordinance Stair Risers & Treads 7 314" max. riser 10" min. treads and 6 8" headroom
R303.6 Stairway Illumination
R311 Handrails & Guards
R312
Schedules Required on Plans; houses, addftions and
R303.1 Light & Ventilation Schedules
sunrooms
R306
R307 Sanitation - Fixture Clearance ? Figure 307.2
R308 Required Safety Glazing
R309 Attached Garage Fire Separation 1318" s. c. or 20 min. door and 518" gyp. Bd. Type "Sc" on
a!1 common walls per City Ordinance
R310 Bedroom Emergency Egress 5.7 sq. ft. (24" net hgt. 20" net width) max. window still
hgt. Of 44" a.f.f.
R311 Exits
R311.4.2.1 Interior poors Bath 24 x 6'8' habitable space 216-x 6'81(min)
R311.4.3 Landings Mi imum 3' x 3'
R311.2.2 Understair Protection Lol 1/2" gyp. Bd. Type X'
R313 Smoke Detector Loca6ons Bsmt./hallway/bedrooms wired to prime electric/battery
pack - upli'nterconnected .
Ordinance Carbon Monoxide Detector Oufside sleeping areas
R317 Foam plastic separation Lloll
R401.4.1 Soil bearing capacity Use 1,500 psf
R403 Footing/piedpad size & IocaGon(s)
R403.1.6 Foundation anchorage 112" anchor bolt @ 67 oc; 7' into masonry & concrete
Stamped engineered foundation plan required for
R404 Foundation wall sizes 8 reinforcements houses and additions
R405 Foundation drainage systems
R406 Damproofing or waterproofing
R502.3 Floor joist(s) allowable spans Lumber specift'cafions required on drawings
R502.5 Allowable girder spans Per Tables R502.5(1) & R502.5(2)
R502.6 Bearing 112" for wood & steeU 3" for masonry 6 concrete
R502.11.4 Floor Trusses 1,7 1 Engineered design required at Frame Inspection
PLA N R EVIE W C HE CKL IST
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R503 Floor sheathing
R(402.2)
R 506 Concrete floors on ground v
R602 Wood wall framing
R602.7 Headers Tab/es 502.5(1) & R502.5(2)
R602.10 Wall bracing
R603 Steel wall framing
R703.7 Masonry veneer Table 703.4
R802 Wood roof framing Show truss profiles on roof plan
R802.3 Framing detaiis Rafter ties, joisf not perpendicular to rafters
R802.4 Aliewable ceiling joist spans
R802.5 Allowable rafter spans
R802.10
Roof trusses Stamped engineered roof trusses required at framing
inspection
R807.1 Attic access 22"x 30"
R1001 Masonry chimneys Spark amestor with rain cep per City Ordinance
R1002 Factory built chimneys Spark arrestor with rain cap
R1003 Masonry fireplaces able 1003. i& Figure 1003.1
R7004 Factory buift fireplaces
R1005 Exterior air supply
M1701 Combustion air t5O cu bic per 1,000 btu/h
R602.3.1 Stud size 8 spacing ble R602.3.1(2)
Front & Back Form
Revised 04/12/05
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, FOR OFFICE USE ONLY
RESIDENTIAL SITE PLAN REVIEW
PERMIT # OLA9097S SUBDIVISION NAME_
BUILDER'S NAME !/ f C9&5q rC G. PHASE # SECTION # d LOT #?
CONTACT PERS
TELEPHONE #
?F ? REMODEL/ADDITION
? 25% EXPANSION
CURRENT ZONING
PLAT RECORDED
? DECK/PATIO ? FENCE
? SIGNIFICANT EXTERIOR ALTERATION -
? OTHER
Projections and/or Recesses
Parkland Conveyed or Park Fee Paid proved/NA ? Disapproved
Subdivision, Section and Lot Number Shown ?5 I/'h 10 &yprovediNA ' 'sapproved
Street Name and R/W Dimensions Shown PProved/NA Disapproved
Scale and North Arrow Shown 117 proved/NA ? Disapproved
Property Line Bearings and Distances Shown P4pprovecUNA ? Disapproved
Building Lines Shown and Dimensioned ? PProved/NA ? DisaPProved
All Easements Shown and Dimensioned r pproved/NA ? Disapproved
No Build/No Disturb Zones Shown and Dimensione Approved/NA ? Disapproved
Front Setback Confirmed or per Recorded Plat (Minimum 30? ) ?lpproved/NA ? Disapproved
Side Yards Verified (Minimum ` Comb L? MDBS ) Approved/NA 0 Disapproved
Rear Yard Confirnied or per Recorded Plat (Minimum C75TIOD Approved/NA ? Disapproved
Lot Frontage Confirmed or per Recorded Plat (Minimum ) ? Approved/NA ? Disapproved
Recorded Plat Information Verified by V& Date 7 P"'g, Approved/NA ? Disapproved
Building Footprint Shown and Dimensioned pproved/NA . Disapproved
Building Footprint Matches Plans Submitted (Include Reverse Layout) A proved/NA Disapproved
Bay Windows, Cantilevered Portions of Buildings Shown pproved/NA u Disapproved
Decks, Patios, Covered Porches and Overhangs Shown and Dimensioned ? Approve A ? Disapproved
Air Conditioning Units Shown ?prove *sapproved
Accessory Structures Shown and Dimensioned ? Approve 0 Disapproved
Fence, Wall or Satellite Dish Shown (Separate Permit Required) ? Approve ? Disapproved
No Encroachments Shown ?proved/NA ? Disapproved
Driveway Shown and Di ensioned per Code Section 15 .210 ? Approved/NA 0 Disapproved
Sidewalks Required Shown 7012 pproved/NA ? Disapproved
Tree Protection Required Shown proved/NA ? Disapproved
Street Trees Required Shown A proved/NA ? Disapproved
Minimum Caliper 2%z-Inch ? Approved/NA 0 Disapproved
T s equ =rGreater All Street ge _ Shown
90 .Foot Frontag- Minimum 3 Ya Trees Required 'iL?bved./NA ? Disapproved
ard Trees
Minimum Caliper 2'/z-Inch
Distance From Side Property Line Minimum 7 Foot
Located Within the Minimum Front Setback
? Approved/NA 0 Disapproved
? Approved/NA ? Disapproved
0 Approved/NA
? Approved/NA
Proposed Species Listed on Approved Street Trees List ? Approved/NA
? Disapproved
? Disapproved
? Disapproved
A
CA
CA
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Chimney - Cantilevered or Shed-Type Prohibited
,
Chimney Shown with Foundation
Chimney Extends Beyond the Eave Line
Required Material - Brick Stone Stucco
Foundation Material - Two Materials Maxirhum
/Bri?le?" , tone ?/ Decorative Block
Side-Load Garage Shown (Ex\ mpt from Street-Facing Garage Requirements)
? OR - c? ag equirements -(IF Less than 60° to the Front Property Line)
Any One Garage R oor Opening - Maximum 18 Feet
Combined Garage oor Openings - Maximum 26 Feet
Any Garage Door - aximum Height 9 Feet
\0 Approve A ? ? Disapproved
? Approve A ? Disapproved
? Approve AJ ? Disapproved
u
proved/NA ? Approved/NA *isapproved
Disapproved
0 Approved/NA ? Disapproved
? Approved/NA ? Disapproved
? Approved/NA ? Disapproved
(A Detached Street-F cing Garage 22 Feet, or Less, Behind the Front Elevation Shall be Included in the Front Elevation Calculations)
Door Opening T taling Two or Less Car Widths - Maximum 35 Percent ? Approved/NA ? Disapproved
Door Opening otaling Three Car Widths - Maximum 45 Percent ? Approved/NA ? Disapproved
Garage Door ning Totaling Two or Less Car Widths - Maximum 12 Feet
Garage Door ening Totaling Three Car Widths - Maximum 10 Feet
Required Proje tion Between Doors - Minimum 16 Inches
Garage Door Ma rial - Particle Board or Masonite Prohibited
Garage Door Color - Low-Contrast - Same or Similar to Primary House Color
Garage Door Trim Color - To Match Doors or Primary House Trim Color
Roof - Main Roof Minimum Pitch 6:12 Secondary Roof Minimum Pitch 4:12
Roof Material - Life Expectancy Minimum 25-Year
Metal Slate Tile Wood
Asphalt Shingles Required to be "True" Dimensional Shingles
Minimum Weight 240 Lbs/Square
Exposure Length - Maximum 53/B-Inch
Color -
? Approved/NA
? Approved/NA
? Approved/NA
? Approved/NA
? Approved/NA
? Approved/NA
PP proved/NA
proved/NA
? Approved/NA
vpp roved/NA
roved/NA
roved/NA
? Approved/NA
? Disapproved
? Disapproved
? Disapproved
? Disapproved
? Disapproved
0 Disapproved
? Disapproved
? ' approved
isapproved
isapproved
Disapproved
isapproved
,J Disapproved
Water Table -
Water Table - Above Grade 24 Inches zproved/NA oved/NA ? Disapproved
Water Table - On Front Elevation ? Disapproved
Exterior Finish Building Materials -(**See Additional Requirements for Predominately Vinyl Exterior - pg. 3)
Building Materials - Life Expectancy Minimum 30-Year ? Approved/NA ? Disapproved
Three Materials Maximum per Major Facade ? Approved/NA 0 Disapproved
Brick Culhued Stone Fibrous Cement Glass Block So Vinyl** Wood Board
Exterior Material Changes -
Inside Corner OR Minimum 2-Foot Wrap Outside Corner Approved/NA ? Disapproved
IF Side Gable - Quoins OR Minimum 3'/Z-Inch Wide Corner Trim Boards Y_Yproved/NA ? Disapproved
2
? .
Windows - Trim OR Shutters Required ved/NA *isa proved
Trim
Minimum Width 3'/?-Inch OR
Brick Detailing, Soldier Course/Rowlock (Brick Exterior) OR
Lintels and Sills (Stone Exterior)
OR
Shutters
Shutters Required - Full Height and One-Half the Width of a Single Window OR
Full Height and One-Fourth the Width of a Double Window
Four-Sided Architecture
Two Design-Elements Required on Each Elevation AND roved/N Disapproved
Each Street-Facing Elevation Requires Three Design-Elements Approved/NA isapproved
(Corner and Through Lots Have More Than One Street-Facing Elevation)
Design Elements:
A Minimum 17 Square-Foot Door
A Minimum 6 Square-Foot Window or (One Design-Element for Every 8 Feet of Run)
A Chimney (Cantilevered or Shed-Type Prohibited)
A Minimum 4 Square-Foot Decorative Gable Vent
A Water Table (24 Inches from Grade)
A Similar Significant Permanent Architectural Feature
/
ed/NA
At Least One Design-Element in Each Vertical Half, AND ? 5prroovved/NA
At Least One Design-Element Between Finish First Floor Level and 9 Feet Above, AND r ed/NA
At Least One Design-Element 9 Feet Above First Floor. ??? (Required if Wall Area is Greater Than 24-Feet Wide and 9 Feet High)
Housing Diversity - Model Name Approved/NA 't7 Disapproved
15 ff !/YI?
7 ' Q
BUILDING PERMIT A roved isapproved
iq
COMMENTS:
77?rn iAJ Gc
01 SA) Y GLd
REVIEWED BY IL DATE L
T:\OFFICE\WP\DOCS\RESIDENTIAL REVIEW\RESIDENTIAL CHECKLIST WITH APPEARANCE CODE.DOC (ReV. AUgUSt 2, ZOOS)
? _ .
Division of Planning
5S00 Shier Rings Road
Dublin, Ohio 43017-2182
PLAN REVIEW Phone: (614) 410-4600
Cln °F RB'.'N DISAPPROVAL NOTICE Fax: (614) 718-4346
PERMIT# 07-o?G?87 S DATE
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P:\DPRC\FormsTLAN REVIEW-Planning.doc /-//0 ' 7 ?& 7
CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
RESID
This is to
described below and
ADDRES S: PERMIT NO.:
PERMIT
I the residence
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By. ? (_Z;' FINAL INSPECTION DATE
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CITY OF DUBLIN
Division of Building S#andards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 410-4680
SUBCONTRACTOR
DISCLOSURE
Generai Contractor: -bk ce s a-t- e C? .
Application No.. Ip?4 . a?%-?- S
Job Address: (DM?
Ir.
The General Contractor is required to fumish the following.information regarcfing any
contractor working at the above address ?prior to issuance of a Certficate of Uccupancy.
Ail subcontractor registrations must-be current through the issuance of a Certificate of
Occupancy, including insuranO64'hd aN applicabl? Stite Cettif??tiris.
TYPE N?F? C?F 0 N``i'F?l4? O?t DUBLIN REGISTRATION NO
EXCAVATION* W
CONCRETE*
MASONRY -
STRUCTURAL* D
ELECTRICAL* xe,, Ru C leC+,;:'-:- 0?? i I c5
PLUMBING* 'If Z,
HVAC* c,. 4
INSULATlON
ROOFING* Q;-c s? --e ?
DRYWALL
SIDING
SANITARY SEWER*. t, " ,,.,- lk/hl/?
LANDSCAPING ['e {- LJsc D <6
FIRE PROTECTION
UNDERGROUND
y
FIRE ALARM
FIRE SUPPRESSION
PAINTING
OTHER .
*MUST BE COMPLETED AND AVAILABLE AT TIME OF FRAMING INSPECTION AND A
COPY AVAILABLE FOR THE INSPECTOR TO TAKE TO OFFICE.
Excel/Subcontractor Disclosure Update 2003
. ,
CITY OF DUBLIN 5800 Shier Rings Road
Dublin, Ohio 43016
Division of Engineering Phone: VITDD 614-410-4600
Inspection Line: 614-410-4680
Fax:614/761-6506
DO NOT REMOVE THIS SHEET FROM SITE
PLEASE PRINT ALL INFORMATION
Applicant: ?ICe 5ao£'- (??RA-A?Y Company:
Site: /r9K J a
q e S*7eA11'
(Provide Detail Plot Plan of Lot)
-
Lot No: _44 Applicati4n No:
?'«Wvo'7? 5ubdivision: 61-40ids .S&C• vR
• ASE D• OT MA- •
? No Violations/Inspection Approved N(Viola#ions/Disapproved lfpproved For Conditional Occupancy
? 1. Clean Curb & Gutter ?10. Adjust Manhole to grade (Sanitary/Storm)
(Ord. 28-98, Sec. 97.38)
U11. Rebuild Manhole Throat (Sanitary/Storm)
? 2. Improper Approach (4rd. 59=74, Sec. 51.04)
(Ord. 12-89, Sec. 153.210(A)) 36<2 Improper Grading o<
? 3. Adjust Water/Gas service box to grade (Qrd. 7-75, Sec. 150.040)
? 4. Adjust Inlet to grade ?13. Clean Street/Clean Sidewalk
1
? 5. Erosion Control/Sod or Seed (Ord. 7-75, Sec. 150.039(J))
(a.R.C. 723.011)
(Ord. 40-98, Sec. 53.090 (G)) ?
7 -Aa-ddW
4. Adjust Watch Valve to Grade o
? 6. Replace Damaged Asphalt (Mainline/Fire Hydrant)
(Ord. 35-74, Sec. 97.37 (A & B))
? 7. Handicap Ramp (Install/Replace)
(ADA Specification)
(Sec. 152.70)
? 8. Replace Damaged Curb, 5 ft. Minimum Sections
(Ord. 7-75, Sec. 150.038(C))
? 9. Replace Damaged Sidewalk/Bikepath
(Ord. 35-74, Sec. 51.04)
Comments:
?3i5. 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
. . I / I s r/
e-Inspectio? ? (UApproved ? Disapproved ? Conditional
Inspector: ??? ??? &Ao? Date: -) , I 4 "61
Engineering Final Inspection WHITE - Site YELLOW - File E 304 rev. 12104 PP
Contact Building Division at 410-468q for re-inspection when work has been completed. The Engineering Final
Inspection must be approvekIl prior to req esting an Occupancy Inspection by the 8uilding Division.
Inspector: ? 1<1 ? ?Date: ?' ? ` n?
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CITY OF DUBLIN
Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016
Phone: (614) 410-4670 • Inspection Line: (614) 462-3865 (Franklin County)
Application No. ? ? - c?00'? ??
Date 2S U? ekl?ew ? Remodel *Ilsidential ? Commercial
APPLICATION FOR PLUMBING PERMIT
The undersigned hereby applies for a permit to do plumbing and an inspection of same at the following location in accord with
Chapter 4101:2-51 of the Ohio Administrative Code, and all regulations of the Franklin County Board of Health.
Does the sewer discharge into an individtiaI: se#aO disposat ?yste?m or sanitary Sewer?
How far distant from any dwelling, well or cistern is the sewage #anO4
What is the size of the main drain? Of what rrrate ftlt d? ft vent pipes consist? -PJ e-
Of what material does the house drain consist?
"INDICATE NAME OF CERTIFIED BACKFLOW TEST'ER ?-? ?• ??*?? r4 N N
INSTRUCTIONS
This form must be properly filled out and returned to the office of the City of Dublin at least four days prior to the date of the FIRST INSPECTION,
accompanied by a fee calculated upon the followingbasis:
RESIDENTIAL COMMERCIAL
Application for permit & first fixture .... ......... .............. $50.00 Application for permit & first fixture.............................. $60.00
37- Number of remaining fixtures X$10.00 =$-??• Number of remaining fixtures X$12.00 =$
Total Inspection Fee ......................... ......................... $ T? Total Inspection Fee ....................................................$
Re-inspection fee (based upon disapproved Inspection and collected by the Franklin County Board of Health ONLY) $45.00
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
I Hot Water Heater 12 I
Kitchen Sink
Laundry Trays
Lavatories
Mop Sinks
Outside Faucets
Roof Drains
Rough-in Openings for Future
Sewage Ejectors
HOT WATER TANK REPLACEMENT FEE
'iTl l_-2i -_2 1 11 °7
Qty.
Showers
Sterilizers
Sump Pump
Trap Primer
Urinal
Wash Fountain
Washing Machine
Water Closets
Water Lines
Water Storage Tank
other ?u,&f R/,t
GRAN 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 ..... 07-00200875 Date 10/26/07
Revision number . . . . . . . 1
Property Address ...... 6894 SAGESTONE DR
Parcel Number: 147-0110011000
Alternate Address: BISHOP'S RUN SEC 2# 48
Tenant nbr, name ...... SQ FT 5056'
Application type description RES SINGLE FAMILY DETACHED
Property owner . . . . . . .
Contractor . . . . . . . . . DICESARE COMPANY, THE
----------------------------------------------------------------------------
Permit . . . . . . PLUMBING PERMIT
Additional desc . .
Permit Fee .... 420.00 Plan Check Fee .. .00
Issue Date . . . . Valuation . . . . 0
Expiration Date . . 7/20/10
Qty Unit Charge Per Extension
BASE FEE 50.00
37.00 10.0000 EA RES PLUMBING >1 FIXTURE 370.00
----------------------------------------------------------------------------
Special Notes and Comments
Missing sanitary manhole, service and it's elevation, water
service, storm line & catch basin located in wrong area,
fema information, erosion control and tree preservation
note, and grades in wrong locations.
Incorrect grades shown around the house, wrong first floor,
missing top of block elevation, and sideyard slope at edge
of driveway exceeds maximum 3:1.
NOTICE TO APPLICANT
SEPARATE OWNER/CIVIC ASSOCIATION REVIEW AND APPROVAL MAY BE
REQUIRED BY DEED. APPLICANT IS RESPONSIBLE FOR COMPLIANCE
WITH ALL APPLICABLE RESTRICTIVE COVENANTS AND DEED
RESTRICTIONS REQUIRED BY TITLE.
SIDEWALKS REQUIRED
Contact ENGINEERING to coordinate 614-410-4624
PROTECT LANDSCAPING as per Dublin's Landscape Inspector at
(614) 410-4660.
STREET TREES REQUIRED CONTACT PAULA CHOPE, CITY FORESTER
Call 410-4701 PRIOR to ORDERING AND INSTALLING for tree
placement
Air conditioning units are NOT PERMITTED within
REQUIRED Side or Rear yards.
Screen ALL Mechanical Units & Service Structures to top of
unit including utility features and air conditioning units.
Contact PLANNING DIVISION 410-4600
DIMENSIONAL SHINGLES REQUIRED.
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 ..... 07-00200875 Date 10/26/07
Revision number . . . . . . . 1
---
------------
-------------------------------------------------------------
Special Notes and Comments
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.
-------------------------------------------------------
------------
---------
Fee summary Charged Paid Credited
---------------- ---------- ---------- ---------- ---- Due
------
-
Permit Fee Total 420.00 .00 .00 420.00
Plan Check Total .00 .00 .00 .00
Grand Total 420.00 .00 .00 420.00
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.
PERMIT NUMBER:
CITY OF DUBLIN °-+- gi °o
DIVISION OF ENGINEERING
GTTY OF AUBLIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVTEW CI3ECKLIST
Subdivision: ? ? ??, Lot Nurnber: Reviewer: ?PP
Address: •
? Date:? O
?
c?s.d
l TTEM I DESCRII'TION I YES NO I N/A
1 Is this a revision to a. Mastor Grading Plan? If Ycs, verify that Design Engineer has submitted a rcvision
for approval to the Mastor Grading Plan. If No, proceed with review,
?
2 Y.ot elavations match Master Grading Plan.
3 Are existing elevations on khe site plan far a new horrie in an alder subdivision or a ptan with u.nusual
grading field verified? If Yes, proceed with review. Tf No, request field verification.
?
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path,
5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of
the apron (for a side-loaded garage) to the rear edge of the pedestrian path,
6 Tho driveway slope is less than 8.0%,
7 Driveway width is less than 26 feet at the curb line and 20 feet at the right-of way
8 Driveway rs located more than 3 feet &om the properiy line and 6 feet from a fire hydrant.
9 Side yards do not exceed 3.1 slopes.
10 A major flood routing path is Jocated on this lot, If Yes, does it match Master Grading T'lan? If No,
proceed with review,
11 First floor elevation is shown (not to be verified).
12 Basement floor slab elevation is shown (not tp be verified). ?
13 Garage floor elevation is shown (not to be verified),
la Sanitary sewer lateral location and clevations at tap and foundation are shown and labeled.
15 One-foot or more clearance is shown between basement floor slab elevation and end ofservice eIevation
for the sanitary sewer lateral.
?
16 Location and size of water service tap is shown and labeled.
17 Sanitary and storm structures are shvwn, labeled and match the approved construction drawings.
18 Water main aud nearest fire hydrant are shown, labeled and match the approved construction drawings
19 Required sidewalk and/or bike path location and siae is shown and labeled. v
20 Location and siae of existing sidewalWbike path along side propcriy line is shown and labaled, ?
21 Tree lawn siae is shown and labeled as 7 feet. V/
22 l OQ-year Floodplai.n, Floodwa , and?SFloodway + 20 feet is shown and labcled ?
FEMA FIRM Map Number: s)RQj ?8 Effective Date; 49 -2? • q/
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Tree protection fencing is shown, labeled arid matches the approved construction drawings
25 "No Parking Zone" along street &ontage is shown, labeled and matches the recorded Final Plat
26 Basements are shown, labeled and rnatch the recorded Final Plat
27 The drawing scale is shown. ?
28 A north anaw is shown.
29 If a comer lot, address should be for street that the front doar faces.
COlruneuts:
REVIEW RESULTS: Cd APPROVED 0 DZSAPPR4VED
0 Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site pIan, and two revised permit
applications to the Divisian of Building Standards.
?..?.....??
PERMtT NUMBER:
CITY OF 1)UBLIN 0?-Zoo??S
DIVISIC3N OF ENGINEERING
GI'I'Y OF DUBLIN RESIDENTIAL BUTLDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision: Lot Number: Reviewer: E PP
2
Address: ?9, /I •
? Date:
2 S ol
TTEM DESCRIPTION YES NO N/A
1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has submitted a revision
for approval to the Master Grading Plan. If No, proceed with review,
?
2 Lot elevations match Master Grading Plan.
3 Are existing elevations on the site plan for a new home in an older subdivisian or a pIan with unusual
grading field verified? If Yes, proceed with review. Tf No, request field verification,
?
4 Additional spot grades are shown on driveway and at the rear edge of the pedestrian path. ?
5 A distance is shown from the front of the garage (for a front-loaded garage) or at the street side edge of
the apron (fvr a side-loaded garage) to the rear edge of the pedestrian path,
?
6 The driveway slope is less than 8.0%, ?
7 Driveway width is less than 26 feet at the curb line and 20 Peet at the right-of-way
8 Driveway is located more than 3 feet from the property line and 6 feet from a fire hydrant,
9 Side yards do not exceed 3:1 slopes.
10 A major flood routing path is located on this lot, If Yes, does it match Master Grading Plan? If No,
proceed with review.
11 First floor elevation is shown (not to be verified).
12 Basement Aoor slab elevatian is shown (not to be verified), /?
13 Garage floor elevation is shown (not to be verified).
14 Sanitary sewer lateral location and elevatians at tap and foundation are shown and labeled. ?
15 One-foot or more clearanae is shown between basement floor slab elevation and end of service elevation
for the sanitary sewer lateral.
16 Location and size of water service tap is shown and labeled. ?
17 Sanitary and storm structures are shown, labeled and match the approved construction drawings,
18 Water main and nearest fire hydrant are shown, labeled and match the approved construction drawings
19 Required sidewalk and/or bike path location and size is shown and labeled. ?
20 Location and siae of existing sidewalklbike path along side property line is shown and labeled, ?
21 Tree lawn siae is shown and labeled as 7 feet. ?
22 100-year Ploodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number: .34080rr01508 Effective Date; 09 • 2-4
23 Erosion control is shown, labeled and matches the approved construction drawings
24 Tree protection fencing is shown, labeled and matches the approved construction drawings ?
25 "No Parking Zone" along street &ontage is shown, labeled and matches the recorded Final Plat ?
26 Basements are shown, labeled and match the recorded Final Plat
27 The drawing scale is shown. ?
28 A north axrow is shown.
29 Tf a corner lot, address shauld be for street that the front door faces,
Comments:
. . . • . ? .
3'
_U?2 .
. ,
REVIEW RESULTS: 0 APPROVED iDTSAPPROVED
0 Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit
applications to the Division of Building Standards.
i n i17nm
Y
s PERMIT NUMBER;
CITY OF DUBLIN 0-7-2008 -?s
?__. _...?.. ..?._.
DIVISI(7N OF ENGINEERING
CITY OF DUBGIN RESIDENTIAL BUILDING PERMIT SITE PLAN REVIEW CHECKLIST
Subdivision; , , 2 Lot Number: 4E Reviewer: E Pp
Address: •
91? Date:
O • S•O?
ITEM DESCRIPTION YES NO N/A
1 Is this a revision to a Master Grading Plan? If Yes, verify that Design Engineer has subrriitted a revision
for approval to khe 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 new home in an older subdivisian 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. ?
5 A distance is shown &om the front of the garage (for a front-loaded garage) or at the street side edge of
the apron (for a side•loaded garage) to the rear edge of the pedestrian path.
/
6 The driveway slope is less than 8,0%, V
7 Ariveway width is less than 26 feet at the curb line and 20 feet at the right-of-way
8 Dnveway is located more than 3 feet from the property line and 6 feet from a fire hydrant,
9 Side yards do not exceed 3:1 slopes.
10 A major flood routing path is located on this lot, If Yes, does it match Master Grading Plan? If No,
proceed with review,
11 First floor elevation is shown (not to be verified).
12 Basernent floor slab elevation is shown (not to be verified), ?
13 Garage floor elevation is shown (not to be verified),
14 Sanitary sewer lateral location and elevations at tap and foundation are shown and labeled. ?
15 One-foot or more clearance is shown between basement floor slab elevation and end of service elevation
far the sanitary sewer lateral.
?
16 Location and size of water service tap is shown and labeled, ?
17 Sanitary and storm siructures are shown, labeled and match the approved construction drawings.
18 Water mai,n and nearest fire hydrant are shown, labeled and match the approved construction drawings
19 Required sidewalk and/or bike path location and siae is shown and labeled. f
20 Location and size of existing sidewalWbike path along side property line is shown and labeled,
21 Tree lawn siae is shown and labeled as 7 feet. ?
22 100-year Floodplain, Floodway, and Floodway + 20 feet is shown and labeled
FEMA FIRM Map Number; 34080'V0150a Effective Date, O`I - 21
23 Erosion control is shown, labeled and matches the approved cpnstruction drawings
24 Trec protection fencing is shown, labeled and matches the approved construction drawings ?
25 "No Parking Zone" along street &ontage is shown, labeled and matches the recorded Final Plat ?
26 Easements are shown, labeled and match the recorded Final Plat
27 The drawing scale is shown, ?
28 A north arrow is shown, .
__
If a corner lot, address should be for street that the front door faces
Comments:
? . .
REVTEW RESULTS:
,?, ? ??•-?
0 APPROVED
iDISAPPROVED
0 Expedited Second Review
If this Site plan is disapproved, please return this checklist, the redlined Site plan, and two revised permit
applications to the Division of Building Standards,
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C[T Memo
Y OF DUBLIIV
Division of Building Standards
5800 Shier-Rings Road PER TABtE
Dublin, Ohio 43016-1236 R602.3.jW
269d REStDENT1AL CODE OF OHIQ
Phone: 614-410-4670 DOOp
Fax: 614-761-6566
To: Dublin Registered Residential Contractors
From: Rod Durbin, Residential Plans Examiner
RE: 602.3.1 9 Residential Code of Ohio
Balloon Frame Walls Over 10' In Height
Date: March 1, 2005
Effective immediately plans for new one, two and three family dwelling units, shall include the
following requirement for balloon frame walls greater than 10' in height; this includes openings
such as windows, doors, etc.:
1. We use tables to determine size and spacing of studs;
2. Once size and spacing is determined, any studs that are interrupted by openings shall be
relocated equally at each side of the opening;
3. Openings greater than 5' in width shall require engineered drawings.
The greatest lieight of the wall shall determine which columt: must be used in each table, not an
average height of the wall.
Two studs are interrupted; add one full
length stud at each side of operiing.
Four studs are interrupted; add two full
Length studs at each side of opening
T•\nFFirF\WP\DOCS\DOC\Durbin\Balloon Frame Memo 05.301.doc
5 6
C~enera l Not~g:
anual / 5 eciFicatione and are to be ead i~ con u~ction ~uith the Pro ect M p in s are to be r J 1, ~~ese praw J
g
~ consid~red a5 a art oF the Contract. p ~II'~~ ~~''~p
: ro ect i~clud~5 but is ~ot limited to construction oF a new 2. Scope P J 15'-9' 3~'-8' S'-~~~
sin le famil resid~c~. ~ g y
0 ~ ~ , ~
~ 51D Ya D ~ j~
_N 84°42'46" ,
ndition throu hout the congtructfon eriod. , ildi~ in a eaFe and weather ti ht co g p UJ 4 51p~UJ LK 3. Maintaln exlstin bu g 9 ~ x~3 ~i--- xS~ 13~.~' j j = O~--
g the x~ ~ o erations, take all recautions necessary to protect u1 3 Re air a+~ dama e ca~sed b construction p p . , "
p y g y d its occu ants durin the construction ~riod. ~ buildin a~ p g p , ~ 2~' NO-~UI~Q zON~ ~ u z~~
g
~ 3 ' BUI~DINC~ 1.(N~ substrate and conditions b~Fore startin ~uork Correct , N ~ ~ I I I~' ~AS~M~Nt ~ Q~~
se ment of work to ins ect g 4. InStaller of each g p 32'-~" R~aR Y,4RD S~t~ACK = ~ 0~
e roceedin . ~ 2m' ~AS~ ~Nt all unsatisfactor conditions beFor p g y ~ N ^
~n C~R 55 I 51'0~2M D1~AI1N x~C` J~~ I I I ~ S~ ~ v i m x
"c condltions to the Architect beFore roceeding. ~ ~ certainties or ue5tionable aestheti p z 5. RePer a ll un q ~ _ I I I ~ ~n/~J~
oad -
at would result in a r~duction of gtructural l ~ 6. o not cut a~d atch str~cture in a manner th - D p - _ I I I ~ ~ ~ a W
0 ca acit . ~ ~ carrying p y ~ ~ ~ ~IRSt GONG~, 5t0~j P~ ~ , t~ ~ _ U
4 ~ 933.~ _ I I I c~
0 I 0 °like new" condition as ud ed b Owner. , Ul 7, R~turn all atched work to g y a ~ ~ 51p1 ~ m 51D~ ~5 t~ ~ I I I N
p - N UJAL~ UJALK 9.59' I I I *~,I,~,~
th~ mo5t 5trin ent l~x ensive) item a lies. urs in t~e Contract Docum~~ts, p pp ti~••'
8. If overla or conflict occ g p ~ I I I I G~
0 codes includin National ~lectric Code, , .s M , I I I ~ ~a o~~
All construction to conform to all a licable build~ng g _ g. pp ~ and 5 eciFicatio~s. cn 31 31'-9" ~8'-4~ I I I ( , 4; a~ :
'al Code and local ~uildin Code re ardle5s oF t~~ Drawing5 p ohio Resid~nti , g g
in rawin s as meetfn 5uch codeg and advise C RB CUl' 0 3.Sio Contractor to carefull ch~ck congtructfo+~ a5 s~ow~ D g g y ~ 3.8% SLbP~ I ~0, _ ~ ~ 61 ~ ~ z 61 I I I ~ ~ ~',~••,Q ~n U~~.•°
of bid acce tance. P~R 5t NqARD - 3 ~ Owner of an discr~ ancies in advance p y p 931.~5' ' 931.~5' I I~`~~,~ DRfV~UJAY ~ I 1~~~ I~81 ~S #.eR.
MU~1fCIPaI. D~TAII. ~ I ~.2~~ ~CR~S ~
^ at all time5. Co~tractor to be rea onsibl~ to repair ' ewa a clear and acc~ss~bl~ b Owner p ~ _ lm. K~e driv y y - ~ --~--~~g-----
p eg. b construction crew and d~liver vehicl _ e caused to the drNewa and the buildin y , an dama y g y
y g ~ ~~s, 13~.~' ~
` an constr~ctfon and notif Owner of to verif all dimensiona, existfn and new rior to y y ~ ~1'-3p OUJN~R t0 ~I~RI~I~N SI~'~
11. Contractor 9 p y UTI~ItY PLAN, qi~AfNAC~~, AND
any discrepancies. NpSCAP~ PI.aN~
~ " ' or masonr unless oth~rwiee noted ag ~IN15I~~D
it~egses to Face of stud, 5heathin , or II~ 12. pimensions ~u g y ,,,i~lll , IIp,,,, ~IIIIU~~~IIIII IIII~~~VII 5 ~ I~~J- ~I V i~~, YHESE DRAWING~S HAVE
°C~EAR". 0 10 20 { B~EN REIIIEWED FOR AND
~ ~ 3~iJ4LL COMPLY WiTli TIiE
xl5tin utilitieg and rovide for r~location and new tapg, 13. Contractor to verif location of e g p y NORTH ~6 EDITION OF THE NORTH FEET RESlOENTIAL CODE OF ONIO
co~nectione as required.
aa0~ ~
ain all ermita ins ections, etc. to com lete the work 14. Gontractor to obt p , p p N
actor to submit aho drawin s as re uired b the 5pecifications. 15. Contr p g q y ~
~
. ecks 4~ P5~ Livin area5 4(~ PS~, Bedrooms 4~ PS~.
I~. Live Loada• D , g ~
to verif asgum~d soil bearin ressure of 1,5~0 PS~. 1~. Contractor y g p FINISW SCWEDULE ~ ~
FLOOR WOODWO~CIBASE WALLS CEIL~IG tn
' stall all miscellaneoug incid~tal item5 not g~own on qrawings or FLOOR 18. Contractor to rovid~ and in ROOMS p er
ed to rovide a com lete and o erable building in ev y ntioned in the 5 eciFicat(ons as re uir p p p me p q O ~ Z
respect. U o ~ W Z (n W ~ ~ (U
W > Q ? J ~ u~-
G~an e Order ~orm ag W act sum will b~ enterta~ned wit~out itemized g m ~ 19. No chan eg i~ the Contr m ~ ~ ~ ~ W 3 ~ Q
g cated. o~ i n~d b the Owner r1or to the work indi cn rovided in t~e S eciffcation5 and s g y p ~ Q o y a ~ ~ O ~ W ~ ~ W ~ ~ ~ ~ ~
p p o ~oZ , o op o Q Z ~ ~ 1= OC W a p (1
~ W (9 V i W~ ~ O U~ ~ ~ U p W w ~m ~ ~ W ~~o~ ~~~z~~Q~m~j~-Qo~ ~O~ O
~ j I- ~ ~~W~~~o~Q~=~z3aoZ~-Q zd~c ~
~ ~ W ~ O j=
3 ~ ~ ra uu in n~x ~ ~c~jc=n'~c~~~Q~w i~oUm~v°- 03~ aQ.w~ REMARKS ~
titl~ FIR T F100R I 2 3 4 I 2 3 4 5 6 7 I 2 3 4 P I 2 3 4 5 P I 2 3 4 P E F ~
5heet S L IA ER T MA L B YM
-I 5ite Plan, C~eneral Notes, 5heet Index T
~ ~l.~v~l'IONS POWDER ROOM ~ • ~ ~ ~ ~ • • ~
- - Earth 2 ~AS~M~NT ~OUND~4tI0N P~aN + ~4~1.m New Poin! ~levation - #
3 ~IRSt ~~OOR PLaN KITCNEfWBRKFST • • • • • • ' ~
+ 461.0 Existin Point ~levation ~111 4 5 CONp ~1.00R P~AN • ~ • ~ • • ~
g C~rav~l ~ FAMILY ROOM • ~ ~ ~ ~ • • ~ 518' TYPE 'X' FIRE-RESISTANT DRYWALL ~
5 p~1AIL5, BUILDINC~ S~CtION ~ ours GARAGE • / ~xlsting Cont 10 L~VAtI0N5, p~tAl~B
12~ , . 6 INt~R R ~ . ; b. Concrete ENTRYMALL • ~ ~ ~ • . CERAMIC tl~~ M05t~IC ACC~NT ~ • •
~ ~ p-1 WAL.L S~GtI0N5/ D~tAiLS New Contoura DINwG ROOM • ~ ~ ~ ~ ~ • • `
- ~I 51' ~1.00R ~RAMINC~ PI.AN 1~0 ~ 1 R
Concrete - SECONp FLOOR FRAMINC~ Pl.~4N STAIR • ~J ~ • • • ~ ~ ~ ~
Block ~ 2 , TB-1 Teat Boring N F OOR C~I~INCx J015t ~i~MINC~ P~AN R M 5/ OFFICE ~-3 5~C0 D ~ BED 00 ~ ~ • • ~ • ~ V
Brick _ MINC~ P~AN
~ 4 ROOF ~RA M 5 Revia(on 8ATW200 • ~ ~ • • • ~ ~ ~
NOWER • S ~ ~ • • FRAMELESS TEMPERED GLASS DOOR 1 FRONT ~
E Ke ~ot~ . , ; Precagt . y
Concrete
0
~ t 4 oor / UJindow Number °a o~ 5tucco S~COND FLOOR D
NAI.L ~ ~ ~ ~ • • ~ ~ • • ~ t~ `
A a Column C~rid Marble
; BATNROOM 1,2 z-E- leo fcs (c~ • • • • " ~ ~ ~ ~ ~ VO
~ ; d I~~c~(s TUB/SNOWER ~ c(~¢.
Meta I I/2 -~c, rn .
x ~u(Idin 5ectio X-X And ~arger s,,~. g l~ C~ BEDROOM 2, 3, 4 . . • c~z
Reference 5heet No. ~}eo,l' A-9 U1ood Rou h wa~ c~, ~s~- 9 ~ . . • • . . • ~ ~
~ d,~.~ MASTER BEDR00 o.~.F m
i~ ~ G~C • A TER CLOSET ?~.~fs I M S ~ . . . c~~(~
UJood ~1n(sh MASTER 6ATNROOM . . . . , . . nc~ ~
x UJa II 8ection EMPERED GLASS DOOR / FRONT ~ Q ~ ~ ~ ~ • ~ • FRAMELESS T
efer~c~ Sheet No. MASTER BATNROOM SNOW R• A-9 R PI wood
y MASTER SITTING ROOM . . ~ • ~ ~ •
~att or ~lanket ~ ~
Insulat(on X petaillndication BAS~M~NI'
A-9 Refer~ce ~et No. Ri id fnsulat(on ~ ~ ~
~ ~ . . . ~C'~~?~ J . . ~ u ~ ~
ALL AKCAZ)
OPTIONAL FINISI-~D AREAS . • . • • N a ~
~ ~levation ~ ~ Ceramlc Tile I~dicatio~--? A FUTUREIOPTIONAL NALF B N N • ~ ' j ~
A-s Reference Sheet No, [7; Gypaum Poard 17- Z] 4 sflient tile N07ES, ' r I, CLOSETS TO RECEIVE SAME FII I Q o
~ . 'E SAME FINISNES AS ADJACENT SPACE,
. N 2, SEE SPECIFICATIONS FOR TYP Meta I 1/2 S FOR TYPE OF DRYWALL FOR SPECIFIC SPACES. o U) W ~
Finish Floor Target ~ And Sma l ler 3. WOODWORK INCLUDES BASE, CASINc 3ASE, CASINGS, SILLS, MOULDINGS, CROWN, AND MISC, TRIM ~ W Q
o ~ co
Acoustic tlle ~
(J~
REVISIONS DATE BY
~ CLAR. 25-37 9/17/07 WM8
~ _
V ~ ~ CLAR. 26 49 3-22-02 CAS 12
rr~ J ~ / CUSTOM -14-07 SRC
` r\~ SN/NGLE 10 l/ 4J
r ~ sN~NCCF ~ ~ r~ ~ ~ ~ 1 ~ 1^l~ SH/NGLES ~
~ ~ ~2 r2 ~IG~~(~I ~l"I~
I ~ ~ 12 D TE: RAFTERS E ~
12 ~ ' l Pl TCHED FROM T ~ ~ 12
~ ~ 12 ]0 ~ OF CEILING JOIST ,
~i~ CRI rICAL: LlNE F SEE SECTION SEE DETAILS ~ This drewing is not to be reproduced / / or used ta contract ony building
~ J I BEYC FOR WALL N. \ withaut the written authorization af ~2 / j~r"'`~~~~~ Frank Betz Associates, Inc.
\ L/NE OF ~ ~
I SlM. S/M I WALL BEYON ~I ~ / _ L~
~ I ~ ~ ~
a .o ~ I I I ~ ~ / ~ l % . I I / ~ ~
0 I ~ I ~ - / o i i i ~ ~ ! ~
sr~~~o ~ ~ SIM. ~ ~ ; ~ ~
~ ~ 1 X 8 FASCIA STUCCO ° ~ 7 0 ~v, ~ , , : , ; ~ ~t ~ % J, ~ ~ , ,
~ . r~ ~ ~ , ~ ,
~ , ~ I I ~ I srucco f~~% ~
~ CANTlLE~ R CAN 7: ` ~ ~ A80VE ABO l/E ~ CANTlLE~ R i % - ~ ~ ' ~ ~ A80VE ~ ' ~ , :i
r ~ ~ STUCCo ~ / /
~ 1 ~ ~ r ~}r. i ~ , ~ ~ ; , , ~ ~ „ , ,o ~ ~ i , ~ ! ~ S ~ , i
1`~ . , ' Q ~,e ? o? ~o CUL T RED STONE „ , /~i ~ r ~ I ~ '
~ W/ A rER rABLE P ~ ~ e,aN - \ I ; / ;i '
0 ~ o~ - ~ ~ ~ ;
co~vcR~r~ s o PROI/ P R PROYIpE GORR0510N ~ / / ~ ;ORR0510N ~1 ~ EA R SEAL AT GARAGE DOOR.~ , ; , 'f ~ ~'l/
PROYIp GORROSION POR H T P o I~515TANT vENTI~kU~E~ vENTI~kU~EI~' ~ ~ /r~j''.
GR DE ,4S REO D E ' I R E SGREED. 0 D•STUGGO 4 ~T~N~ ~ N RESISTA ? YE EEP ol ~~,.ST~~~o4~ ~IGH ELEVATION i / ~ J , , ~
SGREED NOLp STUCCO 4' ASO FfNlS ~CsR4DE , ABOVE NISN GR,4DE. _ T7 CAL ALL 57UG ) 15H CsR4DE ~ i ~ f ~ ; sruc ~ ,~8° _ o" i , ~
1 8" - 1'-0" ,J . TYPICAL ALL STUCCO ~ , ~ a , ~ ~I ~ . , ~ ,
~h/1 ~ 1 ~ ~ O 1~ ~ ; ~
~ 1/8" 1 D" f I ~~.~l~~l~~~ / CJ`` ~ ,~~~i~ ' ~ ~ ' j%,, ~ ~ i ~ ~ ~'i
. ~
~ S`~~ . - ~ ~ ~ ~ ~ ' ~ ; % , , ,
~ I L I ~ . ~ ~t~ , , , i
~ r \ ~ rc~ r ~ `E' ~ 4P ~ i i~~
5 1o I G ~ J ~ ~ , ~ ; , ~ ~ , , ,
~ ~ , ~ ; ; ~ ~ ~ STl/CCO OR EQUAL ' ; ~
STUCCO OR AL ` ~ ~ i ~ , ! i/:~~~ ~ ~ ~ ~ ;
11" ~
N \ 1`, ~ ~
~ ~ 5 i~
N ~ o ~ ~ ~ . ~ ~
~t \ ~ z
~ ~ Q
op 0 ~ ~ ~ ~
I" ~ ~ ~ ~
, , ~2~~ 6~~ , , ~2~~ D~ 1~` ~ ~J~ ~ ~
~ ~ ~ ~ ~ ~ o
6" a ~ ~ o
TRIM DETA L ~ ~ z
NOTE.• PROI/IDE SHINGLE E i 1~
Ol/ER RIDGE l/ENT(TYPICAL) ~ DET :AL ~ 1/2" _ ~'-o., 1" ~ (J O
) ~ ~1 ~ ~ ~ ~
> >i2° _ , ~-o» ~ ~ ~
~ ~ ~ w t~ t J ~
z e V' ~ ~ -
~i , ~ w
• / r`\ - - - - SH/NGLE _ ~F W z
\U~` f'~ 1 ~ - . \M~ - - - - - - - - - - - - ~ o ~ _
, 1~ ---'T-. - - 12 _ - ~ ~ - - - - - - T-_ NO TE: WHEN TW ROOFS IN TERSEC l I TH ~
~ - - - - - - - - - - - - ~ ~ DIFFEREN T ROOF PI TCHES, BL OCK TOP OF
, ~ p A - - j- - - - - - - - - (t . - . i l f - - - - - - - - - - - ~ - - STUD WALLS AS REQ'D. TO LINE UP SCIAS
e _ AT A MINIMUM OF 1'-0" Ol/ERHANG
srucc,ooREOU- ~ , w - - - - - - - - - - - - - - - - - . ~
- - ~ `E -T S ~ _ _ _ 5 - - - - - - - - - - - W
12 - _ . - - - - - - - rz ~z -J - - - - - - - - - - - - - - W
~ - _ , - - ( ~ - - - - - • - 9---- - ~ ~2
I J - _ - e - - 12_ ~ 1 12-.-.- -
1'- VE ~ - - -T - -
- - T - - - - - - , - NOTE.• RAFTERS E
I ~7 ~ ; - : - : - - - - PITCHED FROM T CU
- ~ ~ - T_- - - - RAISED = - - -12- - OF CEILING JOIST Z o
I l_ ~ L- L-- 1-~- STUCCO JACK ARCN & STUCCO 20" X 28" ~ SrUCCO TR/M & K TR1M RECT. GABLE SEE DEr 1 S . - . ~ ~ ' - T ecE - - - - - - - SEE DETAILS ~
„ SIM. DET. 2 SH vENT W~ STUCC s - - 1'-0 OVERHANG ~ i ILL rYP. I 0 - - - l ~ ~rucc - - ~r- - W ~=a~o
E-- ~ i ~ ~ ~ - i \ / I . - - - I- ~o
~ - - ~ ~ - /l/ o ~ - - - - '~`-i - TOP OF KNEEWALL 6N Q W~0~0
. I ~ I N ~ - - 2ND FLOORPLATE U ~•Q~
~ I w l~ I - - - - ~ ~ Q~O
I I ~ U ~ 1 l X 8 FASCIA (TYP.) Q Y O~
W I I E" f6" PANELED p_ SHU TTER I I ~ I, I I I
U ~ ~ } BACK8AN0 OVER _ ~ p JX4TR/M(T ~ SADDLE - - - - - - - Q~ 1X8 N p 0 FRlEZE (TYP.) Q I~
d ~ ~ p W Y~r
~ ~ I m ~ m Q~
o ~ ~ o ~ ~ ~ ~
m I ~ I I Q _ I z J u~i O
z I ~ ° z Q I p I ~ rn ~Q ~
~ ~ I , ~ I I I I ~ - - - - KNEEWALL HE1GNr LL
~ ~l~ ~i I ~ ~r~ I ~
I ~X 2N0 FLOOR LEUEL
I ~ I I SADDLE ~ 1Sr FLOOR PLATE BY: JRB CK: JAG
BEYOND I ~ T--- GARAGE CE/L/NG HE/GHT
F--
I Q ~ ~ ~
I ~ ~ ~ SrUCCO TRlM & KEY ' °
~ r , ~ ~ SEE DEr 2, SHT. 1 DATE: 2~8/07
--J ~ I I I ~
I ~ I
I ~ . ~ I ~ rn SHEET:
~ I I I I I I I I
_ I ~ _
= I , _ ~ o 0 0 0 ? o 0 0 - = 0 ~o~~o ~0~~00~0~~0 ~o~~o~~o~~o~ 1ST FLR. LE .
- F PLA o? o? o? a? o? o? o? RO ~ . _ - - - - - - ?oo~o~~~?~~~?~~~? 0 ? o? ~ooo~ooo~ooo ? o ~ __J o 0 0 0 ? o 0 0 ~DoDo~o o~o~o~o~0~0~00 Do~o~°~o~°~0~°~00 BASEMENT PLAT
= o 0 00 0~ o~ o~ o ~ o~ 00 ~ _ , 8u =,._o-~ 0? O? ~o ? 0 0? ~o~~o Do~Do~~o~~o ~o~~o~Do~~o~
= Z ~ ?on?on?on0on? - - _ f-I ?o~?or-i?or-
= ?OLJ?=U? ?OL-1? I-lo ?~U?01_l?~~ ~I_l?~LJ? U?OLJ?~LJ?~LJ ~L-J?~LJ?~LJ? ? \ ~
L1'-4" OVERHANG (T LIGHT WOOD K/CK 16" PANELED SHUTTER_' ~
.S~A~.F~I TR~S R~`AS WITK PROV/DE SUPPORT R FIXrURE' ~ W/ h'INGES AND SNUTT .ED SHUTTERS CULTURED SrONE - 5AND SNUTrER FOLLOW MANUFAG7URER'9 W/ WATER TABLE BAND ~
PORCH AND STEPS 0 6'-8" A.F. BE d~Pf(~ ~ ~i lN ~ ~ ~ ~ GRADE AS REQ'D. ~ REGOh1MENpATION5 FOR SEE DETA/LS 1 AND 2 SHEET 5 o)
L.VAT 0~1 DOGS (TYP.) FRONT E FRANK BETZ ASSOCIATES, INC. ASSUMES NO LIABILITY GULTURED 5?ONE GROUND
FOR ANY CHANGES OR MODIFICATIONS MADE TO THESE CLEARANCE TO BASEMENT LEUEL OF:
PLANS BY OTHERS. ~~4 - ~
~
~
REVISIONS DATE 8Y
CLAR. 26-49 3- -02 CAS
CUSTOM 2I14lml 5RC
N07~: ALL OUT~.~1'S AND FIXTUR~S AR~ t0
BE IN57ALL~D IN LOCAtIONS R~QUIRED Bl'
CODE. ONLY ADD1710N~L D~51R~D ~IXtL1RE5 This drawing is nat ta be reproduced or used to contract any building
~ AND OUTL~TS AR~ 51~OUJN ON DRAWINC~S. without the wriften authorization of
Frank Betz Associates, Inc.
SMOK~ p~1~CtOR IN N~W CON51Rl~CtION
NARDWIRE TO A/C CIRCUIT, fNY~RCONN~Cr
UJItN 07N~R SMOKE p~T~GTCRS FOOTiNGS WITN REIi~FORCING SHALL COMPLY WITN S~C710N ~ ' ~"~i ' ~ ~ ~ ~
. 250,50 OF TH~ 2045 NEC, i
fN N UJ CONST L1CtION ~ R , „ 5i4 -0 ,
UJ/ BA7T~R1' BAGKUP / i ~ ' ~ ~
~ 2'-2° ~ 8'-2 ~/2" 23'-~ 23'-~ ~/2„ , ~ ~ ; , : , ~ , i,
9'-I~i4' ~ , ,
B~AM POGK~t ~
~ MIN. 4 BEAM BEARING I < , ~ ~ /r/ ~o
X ~ ~
- " - 1 ~ % , ~ ~
~ I ~ , ~ , , < ~ h ~ ~ ~ ~ ~ ~
~UtUR~ = _ = = - - - - - _ - - _ I ~ ~ - I ~ ~ i r ~ 3~~W x z4~h ii ~ ~ , %
o BATNROOM ~ L' I BA6~M~N? CsLA58 I I ~ ; ~ S L O C K W I N p O I U W/ ll5 ~ ~~-g3~q ° 0 i/ /i;: i , , - ;-i
PROVIDE 5A~11TARY ~ ~ ~ % ~ ~ ~
ROI.I~N-IN a ~ ~I ~ a~ a w~~ L U F ~ T Y P I C A L N S ED AND CAP ;I~ I ~ ~ , ~ i , ~
- ' ~I' - ~ - - - - - - - - - - - - - - - - ALL EIECTRlCAL WORK L BE INSTAILED {N ' , ~ ; p ~ , % ~ - - - - acca~t~,rrc~~~ ~E~~'~..Na,riorw. , . ;
- ~ ; II ~I f%i . ~i /;;a , ~ ;
~ ~ r~-AM 0 T - _ , -------F._~---- _ - - ~ ELECTR1CAl~D~. , ~ . : , ; , ; _ _ ~ i„ ~m ,
. ~ ~ MIN. 4' BEAM EAfRI G OCK~ ~ ~ il ' ~ u ~ MIN, 4 B~AM EARING ~ , ~ ~ ' ~ , ~ EARING II I , . ~ ,
, ~ ~ S UJ ~ SrEP DOWN FOUND. WALdi ~ ~ ~
I ~ ~ 4" CONC. SLAB W~ 6" X 6" ~ II ~ `.__2-S #10 10 W.W.F. OVER 6 M/L. 3-P~ AS SITE ALLOW ~ I il'" ~
~ I T i i f'OLY. O~ER 4" G AVEL (TYP.) . ~ i i ; ; oPr or~A~. i ~ ' ; , oPtiouA~.i GFIC REGFPTACLE pER ARTICLE 210-8 NEC. /J~ " f
~ ~ ~uru ~ SrEP DO N IIND. WALL I i i FUTU E P•C• ~ i i R~ Ii ~ N r ~i ~ ~ , I ~ , ~ .
as ~rE a«ows ~ I I~ UJ,4L ' ~l I WALL I V i ~ , , , ~ % I , c~ ~
NOTE: ALL rr~ ~ ~ _ REC~PtACLES IN .'I ~ ~ I CON r CONC, WALL I ~ - ~
~ ~ ' k 4'-0' X 2'-0' THIGK ~ , BAS~M~Nt 1'O BE C~~I . ~~o P. AS REQ'D. (rY ~i I ~ AL1.F111A~~~AII.BEliVBrtAtl.ED ~ ~ ~ ,
- C O N G R E T E F O~ E 5 S A R 9 ~ 8 O/ C E. W. ~ ~ ~ ~ ~ ~ IN ACCOADANC~ WI~'H THE o~~~O ~.CD ,r~
~ ~ I ~i ¢ II A~S REq'D.N(TY TG li I W~~D'N~ COVG
~ ~ P. c. I" ' ~ ~
I ~ ~ ~ l'-6' ~ ~ ~ 3 ''3'-2 1 2" 4'-11 3 4"~ 12'-2 1'' i ~ ~ I i I
/ / /4 , ~ ~ I ~ ~ ; ~i i ~
I ~ C~ . M~ ~ 1 r--~--~ I I ~ ( ~ , ~ ~ C O L. ~ 2 ~ ~ ~ ~ i
' I ~=-,L - sum I i i J ~ A L WQOD WITHIN 0~ G~~yJ~
~ ~ - - - - - ~ - - - -I - l~ + i --~--r----
~ ~ ~ i ~ i i A; r-~ i i ~ ~ 1'O~~PR~~SUR~TREAT~D ~ ~ z
o T° i ~ ~ BEAM POCK~T I I I , sw~rc~ t__ ~ , I ~ 1 POCK~T ~ I ~ Q
~eouE I ~ ~ MIN. ~aM r I I ~ I ' ~aM ~ARING I I ~ ~
~ ~ I I Ii I I~ GRADE ~ ~ II I ~ ~
' ~ BFAM 3-4 X 3-4 X I•8 T4~IGK ~ I ; I ~ I GRADE i~ ~ AS REQ . C~~ RE7E FO TER W/ "5 8AR5 g~' O E.W. ~ ~ MASg ~NCNOR STRAP {S NOr
~ ~ BEAM I i I ~ (TYP.) r\ p ~ J PERMITTED K~R US~ iN ClTY Of DUBLIN • Z ~ O
I I AS REQ'D. I i ~ ~ ~ I I (TYP.) I ii ~ I I~ I z ~
I I ' I ~ ~i ~ ~ i ~ ~ I ~ ~ ~ ~ co I OPtIONAL/ , ~ P.c. ~ p ~ ~
~ ~ ~r,.~ ~ \ 4-~D 4-~D X 2 D 1'NIGK ; I ~ I F U t U R~ , \ c o r ~ c ~ r~ r~ R w i a A R S ~ a a i~. w. o w
~ I ~ ~ ii I i I N O T E: D R O P f `V I DO 1 ~ Ii GARAGE JOTE: DROP FOUNDAT/ON WALL U DER 0 i LL > GARAGE SLAB 4" FROM MA! I ~ -
~ I ~ 3'•4" X 3'-4' X I'•8' TNIGK I I ~ I~ I FOUNDA~ FOUNDArION WALLS ~ ~ z w
- CONGRETE ~ ~R W/ "5 ~AR9 ~ 8' 0/C E.U1. I i I ~ N CC~L. *I i ` .i i I ~ I~' ~ I r -4- - - I~ I
~ I ~ ~ ` _ 4 I ~ ~ P. c. ~ I I , ~n ' ~ n~ ; ~ ~t~l,'fS PER BUILDlHG CODE OR ANCHQR W Z
. GO L. ~ ~ ~ li I I I P. C. ~ Q 1' I w ~ S 14pF~OV~D DY 7WE CITY OF DUBLIN. ~ I-
~ ~ ~ I~ J ~ L--1--~ ~ i ~ W
~ i I C11 li ~ ~ I i ~i r- (n
~ I ~ ~ I - J ~ ~ I ~ . - I ii i Q
I I ~ II ~ i m L-J
I I i- BEAM POC ~ ~ ~ ~ ~ MfN. ' 8 M BEA NG 3~m I k I I N
~ ~n ~ - ~ ~ ~ ID lU X ~ ~ ~ ~ LI~rt~LS SNALL TELS SNALL ~ ' SLOPE ~
~ B~aM POCK;~ ~ ~ CONCR I L- - P. c. II BEAR 8" MIN. EACN END N
~ ~ . ~B ~ARING ~ I ~ I~ I ~ ~OOTINGS WITN REINFORCING
~ ~ I o ~ g ~ L__------ . I SHALL COM~LY WITH SECTfON
- ~ I N I 250,50 OF TN~ 2045 NEG.
~
in r: I I ~ ~ARAGE SLAB z o
I s ~ ~ ~ i I I ~ r~ ~ I I ~
I I. ~ 4° CONC. S! ~ L-- -----J ~ Z ~ io/to w.w. L_ i i i ~o~YO,~R 4° CONC. SLAB W/ 6" X 6" ~ ~ W ~1f0/f0 W.W.F. OVER 6 M/L. I I- ~
~ i ~ i i i 7'OL Y. O I~ER 4 GRA ~EL ( rYP.) ~ ~ ~ O
- - - - - - - - - - - - J I I
. PRO~/DE SUPPORT R ~ I - PORCH AND S 7"EPS O ~ a w ~ o°D0 U Q ~
GRADE AS REQ'D. ~ I ~ O o~o
~ ~ ~ t/~ ~ Q y~W~
~ ~ ~ = m
p PORCH LEDGE I ~ ~ AS REQUIRED BRlCK LEDGE ~ I Q ~ ~ aQ0
p~ AS REQ D. (T ~ I o ~ ~J W Z
~ I m Q~
I I \ i~ Y ~ N
~ ~ ~ z~
~ ~ ~ Q ~ i i ~
o ~ I I
• ~ I
~2'-4" a'-~ ~/2" i2'-o ~/2" io'-s„ ~6" 10'-6" BY: ~Re CK: JAG
33'-0" 21'-0„
5~4'-0" DATE: 2 /s / 07
= ~ BASEMENT FOUNDAT Of~ PLAN SHEET: - ~
= ° ri4-- _ ~--o„
~ ~ 1 ~apKi~~ vxrs J J :
.
~~~~~~~f~}~'~t~ t,ti~~'~'
I
Ck.1.l. T(3LL r- RL,kc- 8 0 0 '~3 U 'Z / w law
0;~10 UYt~hT~~, P~lb i E~,I:DW.,SI'Ji'J.IG~ oF: 13
~l ~
REVISIONS DATE BY
CLAR.26-49 J- -02 CA
CUSTOM 2/B/07 SRC
This drawing is not to be reproauced
- GENERAL FRAMING NOTES or used to controct any building
THE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY. withaut the written outhorization af Frank Betz Associates, Inc.
DUE TO A VARIANCE OF CODES PER REGION, PLEASE REFER AND COMPLY WITH ALL YOUR LOCAL CODES. CONSULT WITH LOCAL ENGINEERS FOR ALL
' STRUCTURAL REQUIREMENTS.
1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS. 2. ALL JOISTS AND RAFTERS SHALI BE ALIGNED OVER STUOS BELOW.
3. ALL HEADERS SHALL BE 2-2x10's WITH 1/2" PLYWOOD FLITCH PLATE UNLESS OTHERWISE NOTED.
4. FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL PARALLEL TO JOIST DIRECTION. / ~ ~ ' / ~ % i
5. PROVIDE tx4 CROSS BRIDGING AT MID POINT OF SPAN OR 8~-0° O.C. MAXIMUM IN ALL FLOORS. ~ .:i, i •,i~ ~j~;. ~
6. ALL EXTERIOR CORNERS (INSIDE AND OUTSIDE CORNERS) SHALL BE RACED WITH 1 2 CDX PLYWOOD. NAILING SCHEDULE SHALL BE 8d 0 ~ ~rC~,~ , ; ~i~ ~ ~o~ ~ ~~i,
AT 12" O.C. O.C. AT ALL EDGES AND 8d COMMONS COMMONS AT 6 AT ALL INTERMEDIATE STUDS. (OPTION - APPROVED DIAGONAL , , ,
CORNER BRACES BOTH DIRECTIONS AT ALL CORNERS). HALL EXTEND DOWN THRU ALL p~ 7. ALL COLUMNS OR SOLID FRAMING S ( ~S ~ ~ ~ ' ~ ~ ~
VELS AND TERMINATE AT THE BASEMENT FLOOR AND BE SUPPORTED 54~-0~~ , LE BY A THICKENED SLAB, GRADE BEAM, OR FOOTING DESIGNED TO CARRY ~~~5 p~ ~J~ ~ ~ i ~ , ; ,
LOAD. JOISTS ~ I DOUBLE 2x8 STRONGBACK AT MID SPAN FOR CEILING , „ ~ S. PROVDE 12-2 ~8-2 ~~2 1 i n % : ~a , ~ % - , / ~ W 23 -7 1 /2 ~
WITH SPAN GREATER THAN 10~-0~~. ~RTICAL DISTANCE BETWEEN 9. PROVIDE COLLAR TIES AT UPPER 1/3 OF i. ' ~ ~ ~ , / ; ~ e %
RIDGE BOARD AND CEILING JOISTS AT 4'-0" O.C. MAXIMUM. T S AND RIDGE BOARDS SHALL BE ONE °2x" SIZE , ~ ~ ~ ,
10. HIP, VALLEY RAF ER , LARGER THAN RAFTERS. , ~~~i ~ i~~ ~i
11. ROOF DECKING SHALL BE 1/2" CDX PLYW000 MINIMUM. BRACE WALL 12.WHERE PRE ENGINEERED FLOOR AND ROOF TRUSSES ARE USED, TRUSS AS REQ' e ~ ~ „ I H BEAR SEAL OF " 4-~ 1 4-11 3-~ ~~2 2-4 5 4 4" 5'_4" ~ 7 6'-6„ ~ , :
TURER MUST PROVIDE SHOP DRAWINGS WH C 6 3 3 4 MANUFAC I REGISTERED ENGINEER IN STATE IN WHICH WORK IS TO BE PERfORMEO. - i% i / i.ii,. ~ i s~ i
, 13.ALL CEILING JOISTS AND RAFTER BRACING TO BEAR ON LOAD BEARING 2 X 6 STU ,?862 2862 T RMINATE AT LL D TO CARRY LOAD THRU ALL LEVELS AND E WA u . 5062 W WALLS DESIGNE I~~J,'n
BASEMENT FLOOR AND BE SUPPORTED BY THICKENED SLAB GRADE BEAM I " I I , OR FOOTING DESIGNED TO CARRY LOAD. i S ~ , ,
' 14.ALL BASEMENT WALLS, BEAMS, AND COLUMNS TO 8E DESIGNED BY LOCAL I L LOCAL CODES. STRUCTURAL ENGINEER AND MEET AL I ~ ~ ~ ~~IJ~ ~ ; ` %
15.ALL SOLID FRAMING, COLUMNS, BEAMS, ETC., TO BE DESIGNED BY N1~ ry ~ _ LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES. LlNE ~ I ~ ~ , i .
UDS UNLESS _ I ~ aF . - . ~ . ~ 16.ALL FRAMED WALL DIMENSIONS ARE BASED ON 2 x 4 ST 2' 0" CANTILE~ER . ' OTHERWISE NOTED. ABO~/E 42~ ~ WALL O N ~ ,~,{~?DIN(3 ~ ~ ~p I o ' ' a , i ~ ~ ~ ,
~ I ~ ABV. I _ I I F 7= , MAX ~ „ Y ~ 0~ 7-3J4" BELbW ~ 6'~ ~ B-
- o .~0 - S ~ - 2-5 2 ~ ~n A~ ~n I / o~ . ~ ~ .P. Y EY A~~~~ 7HRES1~OL0 -~~r PS~ J~ ~ , ; ~ ~i ~ , 0~
ri = 2as2 w I ~ N I = ~ ~ . ' I 2462 7'W/N I 2032 TW/N / ~ i ~
,s; ~r!- ~ / - ~i' f~
TE . 0 i , s~, , 7~ARTER pl~ 3-0 / ~ TEMPER D O!S , i,r ; ~ ~ 3-0 4~„ r / ~ ~
WI FRENCH ~I ~ DOOR FRENCH ~ , ' ' 2, ; ' ~ % DOOR I "
~ N
\ N I ~ 11'-6 GENERAL NOTES ~ Q ~ 11'-6 1 /2~' 4'-9" ~ _ ~ ~ % / ~ % , . ~ , i/ ~ ~
l 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE _ 42' O ~ N~• 220V , - f \ ~ J • ~ ~:f%% , /~/i i;.
NATIONAL, STATE, AND LOCAL CODES, REGULATIONS, AND FHA/VA MPS. ~ENRED I W~ ~ I ENSIONS AT SITE ~ I 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND D M TO FlXTURE ABOVE D Y GAS FP ~ . U S • m ~ - ~ 28 ~ ~ i/< i/;i~~ /r
BEFORE BEGINING CONSTRUCTION. ANY DISCREPANCIES SHALI BE ' _ ~t ~ A ~ REPORTED TO FRANK BETZ ASSOCIATES, INC. FOR JUSTIFICATION ~ Q ~ ~ ~
AND OR CORRECTION BEFORE PROCEEDING WITH WORK. CONTRACTORS I ~ SHACL ASSUME RESPONSIBILITY FOR ERRORS THAT ARE NOT REPORTED. N = I
SHOULD BE READ OR CALCULATED AND NEVER SCALED. ~ B R 3. ALL DIMENSIONS ~ ~ I• 4. AlL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL CODE) AND MUST / / BRKFST. ° 28 KiTCH~ ~ ~ ~AS ~ N 2. , STUB ~
THE BUILDING. r ~ REST ON UNDISTURBED SOIL CAPABLE OF HANDLING - 16 X 84" I CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. _ - z ~ HEARTN 8" CaLUM I r.
5. CONTRACTOR SHALL INSURE COMPATIBILITY OF THE BUILDING WITH ALL SEE SECTION DET. COLUMN ~ SITE REQUIREMENTS. ~ SIOR SHEEr EE SECTION L COLUMN ~ ~EE SECTION D T. 9 ~
6. IF BACKfILL EXCEEDS 4' AGAINST ANY FOUNDATION WALL, REINFORCE • ~ IrWE OF FLOOR A80V ~ SNEEr 5 AS PER CODE. _ _ _ _ _ _ _ _ _ ~NEEr 5 ~ 220
7. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND • - T N 1 X 6 STAMPED BY AN ENGINEER IN THE STATE WfiERE CONSTRUCTION IS _1 X 6 / ~
OCCURING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING p FLUSH BEA ~ FLUSH BEAM ~ CAP O~ER CONDITIONS, fROST LINE DEPTH, GEOLOGICAL AND WEATHER CONDITIONS, AS REQ r AS REp'D 42" H/GH CAP 0 ~ER iQ DESK 42" H/GH I F = - ~
NG AND VERIFYING 2-8 KNEEWA~L ETC. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTI ALL STRUCTURAL DETAILS AND CONDITIONS TO MEET ALL LOCAL CODES " _ N 2'-0° 3'-11 1/2" ~ 5'-6' KNEEWA~L K.S. 1~EF. I O~EN/ 5 SH. CA81 ' I M/CRO. GAS z
AND TO INSURE A QUALITY AND SAFE STRUCTURE. c ~ I ~ 4 BU/LT PANT Y 42^ STUB
8. ALL WOOD, CONCRETE, AND STEEL STRUCSURAL MEMBERS SHALL BE OF A 2-8 2- 2- . i ~ ~ 3- GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL Q • . , = . ~ ~A. i~ - - 3- 0 ~ z _ _ ~M,~ : . ; ~ /CE ~ O
BUILDING CODES WHERE APPLICABLE, - - - - - - 9. L \ . _ ~ ~ . . ~ r~ ~ ~ 4 3- 9 C. O. A L COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRY LOADS N , ~
AND SHOULD EXTEND DOWN THRU THE LEVELS BELOW AND TERMINATE AT ~ N ~ w / BATH i'~ ~ ~ I MENT FLOOR OR AT OTHER BEARING POINTS DESIGNED TO CARRY e \ ~ ~ ~ Z I MAKER j~ ~ L/NE ~
THE LOAD. ~ p ~ I ~ ~ I Q ~ ` ~ Q ~ I N h: 42 . ~ N 2-~ 0 ~ ~ c0 q HVAC ~ ~ . ~ ~ ' U~ 42 ~I ~ O ~ 42'
M N ~ CHA S r J ~ ~
~ ~ ~ W ` , ~ 2-8 ti I•- ` ~ ~ . 0 ~
~ ~ ~ FAN ~ ~ n r0 F1X 00 m I ~ ~ \ ~ , \ BEAM A S REQ'0. ~ ~ ~ - ' - - Q . J - I DESIGN BEAM \ ~ ~ FOR PO/NT LOAD ~ W
PDR. - ~ . 1 - ~ BELO ~ ~ 2,_9 N , , ~3-9 C.O. I ~ ~LOW VOLTAGE ~ ~
8-0 ~ - - I - ~ ;,.s _ ~ _ - ~ - - ~ ~ \ ' ~n m
- ~ 3 IV C ~ ` . , ` \ ~ ~ FOR ~ARAGE ~ Q ~
1~01~: AL~. OUTL~tS aND ~IX~'UR~S AR~ ~0 ~ ~ / / DOOR OPENER i ~ ~ ~ ~ ' ~ _ - 0 •Q I -
~ TO F!X TUR ' B~ ~ I AeovE p ~ INST,4 L~D IN ~.OCAtI0N5 R~QUIRED BY ' i ~ o m ~ LL
N (j • OROPPE ' 1, CODE. ONLY ADDITIONAI. DE51R~D ~IXTURES N ~ ~ I ~ PAS~ ~1 ! ' ~ ~°F F 932.68' ~ :
I~ I•~ I BEAM AS ` T A 51~OWN ON D~~UJINC~S. ~ OPE'N 0 ~ REQ D. 1 AND OU7L~ S RE r . RA,, o~ ~W ~ I r ~C ~ / d.
Q i ~ I, . ~ ~ i i F ~ . F/~ 933.02 ~
~ ~J N k I IQ I ~ ~ ~ o
M ~ I I ~ SMOK~ p~Y~CrtOR ~ \ FLUSH ~ ~
D ~ ~ NARDWIR~ TO A/C CfRCUIt, INt~RCONN~C~C BEAM AS ~ ,_6 ~ ~ REQ D 3 6 ~ \ ~ ~i
5 ~ / ~ , 7 cro l UJITN OtNER SMOKE D~ ~ R k~ i~ ~ ~ ~ \ I ~ k ~ ~
_ - \ i ~ i
IN N~UJ CONSTRUCl'ION 00 ~ ~ BRA~E i ~ ~ I I 1 WALL, AS ~ ~ ~ \ BEAM A5 REQ'D. DESIGN BEAM ~
uJi BATtEe~r BACKUP ~ RE010 ~ 4~ 2 ST . ~ ~ i.i / \ I~ O FOR POINr LOAD N z p
i D : G R00 \ I p M ~
- : . OYER ~o ~ OX I / : : ~ ~ ~ F COMBfN,4tI0N CARBON MON D~ Q
SMOK~ p~Y~CtOR ~ ' I 3 ` 2862 TW1N' W.P. ~ ~ ~ ~ ~ WO F- ~ I Q ~ ~ _~O
NARDIUIR~ t0 A/G GIRGUIrt, INt~RGONN~GI' N ~ ~a~,~~; I ~I Q ~O
UJITN OtNER SMOKE DETEGTORS LOW ~M00 VOL TAGE J ~ 1 ~ Q U ~ Q~
~ - ~ - 2es2 rwin! IN N W CON57RL1CTION ~ro; rEMP~ ,s.~. ,~i ~ ~o E ~o 1 ~ ~ 0 ~ ~~0
I I 18 SEG. i O~ I ~TRANS. `t' ~ I I UJ/ BATTERY BACKUP . 0 W ~ ~ I
~ BO UE ~ . ~ I ~ I --r./ I I m ~p ~ Y 0 r~ CLG. OUTLET ~ ~ ~ Q
~ . - FOR GARAGE ~ DODR OPENER ~ ~ Q \
I I ~0 ~ BEAIv4 I AS ~ k I~ ~ ~'Q~`
I qEQ ~p BRlCK ~ENEER I TO L7GHT . (TYP.) I o ~ W WZ~
T W/NG ~ I WALL I I I ~~~~1~ ~ ~ '0 m
N I
. I I ~ 1 ~R ^ I Z ~ ; 9~~tE RAT~D 1NAl.L3 ~ CEI~tG Q~
O ~ ~ I I I o ~ ~
o~ ~ I ~ I L~ i~
~
~ ~ ~ , 6'-3 3/4" 4-3 3/4 6-0 1/4 . ~
BY: JRB CK: JAG
0 _ _ ~ , . ~ :
I I ~ ~
-
1'-3 1" '-0 1 2" 1'-3 1/2" 5~ 6 / 5'_3" 2as2 5'-3" / / 28 Dl~TE: 2 a o7
~2'-4" 8'-~ ~/2" ~2'-0 ~~2,~ 10'- 6" 10'- 6„
33'-0" 21'-0„ SHEET:
. SQUARE FOOTAGE
, 54'-0" FIRST FLOOR 1463 SQ. T.
. SECOND FL OOR 1490 SQ. F.
' rOTAL 2953 SQ. T. _ S1.E~Pl~G R~QM xrr
- T~ i~c,t ~ ~ nn~ p~ ~t~~ ~1~1111AAlIIIA (1lUC WIAll~1u ?ir_
- ~ - ry v. .p. WI nvvWV.I II LI sQ.Fr.cL~ 240 wicH 20n wioE
= O II I II GIqADE FLOOR MINIMUM 5.0 NETSQ,FT,
= Z = ~ - ~
ALl EleG,~~a. ~TH ~ ~ ~FtC RE~p7~G~~ PER A,R~tjG
acc LE 21 o-G t~G CE~:~~!~- c~~
E,I.ECTlt1CA1.C4DE. OF:
~~1~
REVISIONS DATE BY
GU570M /14/~ 5RG
~J~~ ~~~~C e~ L~
v This drawing is not to be reproduced
or used to controct any building
A 1~~ C~~ without the written authorization of l~ ~U , Frank Betz Associates, Inc.
• 54'-0"
~ I~ I C ~
~ 23'- 23'-7 1/2" j% ~ ~ % ~ ~
t5 AND FIXtUR~S AR~ TO 2~_2~~ ~s -2 ~/2 NOT~: A~.L OU71.E ~ NOTE: ALL CEIL/NG JOISTS AND RAFTER BRAC/NG r0 BEAR N LOAD
TA LEp IN I.OCATI0N5 R~Q~IRED B1' B~ IN5 L BEAR/NG WALLS DES/GNED TO CARRY LOAD TNRU ALL LEUE AND rERM/NATE Ar FOUNDAT/ON AND BE SUPPORTED BY rN/CKE ED ~
1' ADDITIONAL D~51R~D ~IX~UR~S 2'-5 ~/2" ~~'-s ~/2" I . ON~ CODE SLAB GRADE BEAM OR FOOT/NG DES/GNED TO CARRY LOAD. ~ ~ ~ ; e~j <
OUTLETS AR~ ~NOUJN ON DRAUJINCxS. AND . , , „ ~ ~ CRITICAL . SEE 7'-10" i;. i~i ~i ,
SECTlON FOR 4'-11" 4~-1'1" 3-0 1/ 4-0 - 3 4 6 3 ~ WALL HEIGHT ~ , , ; ;
5056 FlXED BRACE W/AL~ ABOVE~ 14'-1 "AS REQ~ I i'' ~ ' i , 0 , , , ,
SMOKE D~IECTOR z x s sruo w I p I i ~m
~ ONN C~ I HDR. HT. NA pWIR~ 1'0 AlC CIRCI~Irt, INt~RG ~ _ R . I N ~ b ~-~r ~ ~ N0~ 1~ } ~ , ~ ~ ~
f . s~ ~0 5 ~ 6V ~ 7N R SMOK~ DEt~C R p ~ UJI tN 0 ~ ~r 1 ED. V FX 6 . 285 N I , ~ f/ ~ , , ~ i
~ O ~ CON57RUC710N a I ~QW 1N NEUJ ~ I EGRESS ~ R~ ~ ~i ' ~QGJ ~ o ~ ~ ~ ~ > ~ I ~ ~ % i
, ~ K~ 860 TW/N I~ . l~/ BA7tER~' BAC P I z ~()p ~ ~ N ' ' . . i , ~ ~
~ . a ~ : N I i ~ , ~ , . ~
~ ~ , ~ 2a5z rwrN ~ I / -o ~ I 2 R 0 ox ~ MON D I L o~ F - f1~,4710N CARB ~ 2 4 N/N 28I52 TW1N a, i 0 ~l ~ /
COMB ~ _ _ N , . , a r . :su+~ww.+ . ~ . . 1 % . ;
' SMOKE DErtECTOR T~ ~ ~ L/NE OF WALL BELOLb I N IN~ CONN~Ct ~ ~ ifi ~R L / ~
NARDUJIR~ rt0 A/C CIRGU , ~ ~ . / J i.%/ 6 r- % % I I ~ i.
_ Cl'OR5 4-0 ~ - - UJ17N O~NER SMOK~ DEt~ I . 8L D I rn EW1RE FOR PR . DR. ~ . O O
E B IN N~UJ CONSTRUCTION N I / CE/L1NG ~FAN I , ~ i i~ „ / I - - - - - - - - - - - - ~ ~ ~ ~ ~ ~0-8~ ~ ~ i f~ /r~'
~ ~ i ~ , s ~ _ AT7~R1' B~4CKUP ~ , ~ ~ UJ/ B ~ cv I
. ~ ~ ` r _ ' ~ M ASTER 9-rq ~ ~ ~ i i i ~s-o:
~ ~ ~ I I ~ ~ ~ N , _ ~ I ~'_g, _ ~ ; /y ; I ' , ~ ~ /
~ ~ 3-2 1/ ` ~ ~ I I ~ ~ ~ ~ rrP. . rrP. ~ N ii
~ ^ N (V 1 ~ ~~a TOS IrCHS ~ ~ I ~ i
BELOW ~ ~ ~ . 5'-1 1 2~~ I \ ~ . 3 0 ~ 2~~ I ~ 15'_4 1/2" i I. ~ i,' , ~
, ~ io ti . I f~ ~ / ~ ~ J ~
~ - `S OPEN RA ~ N ~ I ~ I .i r,' I ~ I C~G.wF NF~ I I.
- Q AL T. ~ w.H. ~f ~ / ~ / ~ LIGHT ~ ~ /f ~ I I.
s; , , ;r . s ~ ~~E \ - - - ~ _ HVAC ~ ~ 3 ~ ~ ~ CHAS / I I ~ I i
~
~ - ~ ~ 2~-~~ N ~ I I D SNELF ' 3 ~~'-r--_--___~-i ~
~ BATH 1 2-8 I OPE ~ ~ . ~ i ~7 F sa ~ ~k / R~ I4a $ Q ~ _ t-~ ~ I ~ I >l' I I rRAY CEILING J ~ ~ ~
0 FAN I I V • _ ~ I ~ I NW ~
Q I I ~ OPE ~ " p I In „ I ~ ~ RA~~ LAU I~ D. ~ r" ~ I ~ ° aI I - .
42' ~ . S. Q. ~ - ~ ~ r~ 2 ~ 0 ti ~ ~Q N V1! ; ~ 2-0 ~ ~ ti ~-----------------J N N
, ~ .3~3~ s, f~.r a?~ t~0. iC,~ 2~, --.'~~.~i - - ~ -J I ~'r~. HVAC CHAS 2- ~ 2 V ' 2-8 ~ I
p I. ' ° : 00 ~ I ~ _ ~ 4-o N z
I 42 ° I I S/N ~ N 4-0 . ~2 OBL. OR. ~ 42" X 72j , ~ Q ~ rEMPEREO GA ~ ~ -J Z
_~'n-x': DBL. ° ~u ~ N I \ ~ Q / \ oR. - ~ - 2-8 / - ~ J ru / ~ o\ ~ ~
~ ~ e~ s a~. . ' ~ y Q , N ~ ~ ~
. GAS PROVIOE P I I ~ ~ ~ ~ Y a-______~_. o ~ ~
t0 ~ ~ ~ S7'UB AND DRAIN pp ~ , - ~ 1 FOR WASNE ' FAN ' 1t•
7-6 1/2 3-2 1/ : ~AS REQD. , , , N 8'-4 1//2 ~i -4 1/2 5-0 1 2-0 v x. 4'-~„ ~o~ N O >
42, V~ '2 4°, VAULTrMASTER i vA r ~'`w ~n .J ~I ~ ~ ~ L~
. ~ ~ - _ 2.T o i BATH ~L'- HT~ ~ w
N 0Y z _ F T ~ : A B ~ .i w -E ; ; _ W ~1 - ~ _ _ _ _ _ _ _ _ SNWR. TEMP. GLASS ENCL ~ Q
. ~ ~ ? I y / rn l S OOd 1~ . ~ ~ Z Ol/ER 24 ~ ~ ~ ~ : I ti
i - / , ~ _ , , - ~ a ~ ~ ~r ~ KNEEWALL ' O V ~
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c~` ~ ~ ~ ~ ~ , , ~ i;~- ,2~~ PLANT 3s PROVIp~ N~At tAPE FoR ~ U ~ ~SNELF SEAT~ AI-~ TRAP~J IN C3ARAC3E In W
2 , RO D 0 / E B D N : COMBOT ~J ~ : - AR~A ~
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~ ~.~~u:' u, ~ ~ ~ ~ ~ ~I ~ ~ W.I. C. / i I : KNEEWALL I
yT0 d' ~ ~ ~ sw~rcH 11= ; ~ I . I
2860 BELOW ° TWlN ~ ~ I '~4 ~,i =1. 35~ II
EGRESS ~ ATT/C I I CCES I I I I ACC7E3S II ~
~ I . 0 TW/N ACCES I I I 286 ~ PLANT SHEL EGRESS
~ I I I~ N I II I ~ U o ~L1NE OF 9'-0" I ~ Z I I CE1L/NG ~ I ~
~ ~ I I = ~ I ~ ~ (n ~O
I ~'-6" ~ ~ wAS„ I ~ ~0
I WALL I N£IGNT ~NT HEIGHr I ~ ~ ~ ~ ~ ~ - i~ _ Q ~
2852 SEG. ~E I , ~ , - I ARCH WDW. BRA ~ W,4LL AS ~ / \ ~ W~~
W~ ~ 2~ I REQ D. I ~ / I SIDELI TES / 7'-6~~ \ ~ ~ Q ~ O ' O
. I I / _ I / ~ NE/GNT ~ I ~ p ~ ~
~ ~ 1'-6" , . I I ~KNEEWALL / \KNEEWAL I , Q Y ~ M
p ~ / ~ ~ c9 ~ (9 \ ~ I I N Q o
. i I ~ ~ I I i ~ ~ I i ~ ~ ~ ao I- a a r
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6'-3 3 4" 4-3 3/4 6-0 1/4 ~ ~ 1 Q~
0
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12'-4" 5'-8 1 /2„ 9'-0" 6~_~~~ ~2,~
12'-4" 8'-7 1 /2"
33~-3 1 /2~~ 20'-8 1/2„ A1.1 ELECTRICAL WORKWILL~B~ ~ ACCORDANCE WITH YHE . BY: JRB CK: ~ac
ELECTR1CAl COOE.
54'-0" ~"F1C ft~CEPYACIE PERARTICtE 2t0~8 NEC.
DATE: 2/a/o~
SHEET: n~ rrr~~?~r 1?MA1 F~(I~
~~r~i~au~+ oN2~w,~Hi~ ao~'wio~
~p Ft.CIEAR
G~{lD~ FLOOR MINIMUM S.0 NE7 SQ.FT.
SECOND FLOOR PLAN
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= z 114 =
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5~15
REVISIONS DATE BY
CU5?OM /14/~D SRC
wz~243o ,a r 4~fi
CABINET ~,y,3942 CAB/NET W154 W244 END PAN W2442 W3024 W3042 END PANEL W3924 W482430~ W2142 W-2442
0 CA8/NET ~D
~ W~24 W2442 ~ 4~5 END PAN ~ MIRROR ~
W272430 ~ (V ~
~ II ,i ~ ~ ~ . This drawing is not to be reproduced
• I II II II , W i~ o uEN ~M~ ~ 0 2 W ~ ~ GLASS or used to contract ony building
COMBO ~ , , I ~ I I ~ I~ p 2 ~ r~g / 28'X42' ~ I I I DooRS without the written authorization of sHOVl~E MIRROR ~ 1 x 6 CAP O~ER Frank Bett Associates, Inc.
, ~ ~ENT ISLAND ~ ? ~ Z ~ ~ 42" HIGH KNEE- ~ WALL
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B24 B30 SB48 A r 45~ ~ 4
POWDER RM. BATH ELEV. BUTLER'S PANTRY ,
S 0 T E EL E C IT 1~4" = 1'-0" 1~4„ = 1'-D" 1 4= 1-0 NALLWAY i' r%' , ~i , ~ ~ ~i;! ~ , f~ j
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AT R ST MA
L . BT v. EL BA SE CA OK BO ~
1/4" = 1'-0•, ~
1/4" = 1'-0" FAMILY ROOM 1~4~ _~-0' 1/4"' = 1-0~ Q
12 ~
12 ~ 12 W
/ ~
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ENCLOSURE KNEEWAL O~ER 42" NIGH m
KNEEWALL ~ 0~
~ ~ GARDEN ~
TUB
GARDEN TUB ~B3 ~D 18 ~
GLASS -
ENCLOSURE H T BA ER ST MA OIiER 24" NIGH
KNEEWALL
1/4" = 1'-0"
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BY: JRB CK: JAG
DATE: 2/8/07
SHEET:
oF:
`~1~~
REVISIONS DA7E BY
CUSTOM -14-07 SRC
R-13 BATT INSULATION W/ VAPOR BARRIER WARM SIDE
This drawing is not to be reproduced
2 x 4 SrUDS AT 16" O.C. NOTE: BRACE 70P OF WALL DURlNG BACK- or used to cantroct any building
F/LL/NG AND UNrIL F/RSr FLOOR IS without the written authorization of FRAMED AND DECKED. Frank Betz Associates, Inc.
R-11 UNFACED BA ~ SLOPE , AS REQ'D. ~~8" / 1'-0" M/N. 4" CONC. SLAB W/
OMIt BRfCK aNp NaRDBOaRp 81DING, R~PLaG~ UJltl~ 3/4' BtUCCO ~,f4 Ar 16" 0. . 6" x 6" #f0/f0 ww.F C'J e 2¢
EXt~RIOR WALl.S 2X6 g Ib' O.C. ~ 24~ 4" STONE BASE
~F4 A T J6" O.C. , 24 , i / :
r-•- /i~ / ~ ,i f~ , ~ ~ 3~4~~~24 ~ , ~ ~i
i''' i%
~ ~r ~ ~ ' ~ GAL V. METAL ~ r ~
FLOOR JOIST - FLASHING ~ ~ ~ SEE FRAMIN ' ~ , ~ ~ ~ ii ,
i 'i'- ~ , ~ i 2 x 6 P. T. PL COMPACTED F/LL $ i /
RIDGE vEN7, 51~INCsL~ OvER 57YL~ R/DGE BOARD - SEE FRA~MlNG 1 2 ° ANCHOR BOL TS A ~ ' ~~N.1 ~ ~ , / / / ~ D ° O. C. MA . d REINF. CONC. . ~ ~ ~ • ~ ~~j FDUNDAT/ON . ~ ~ ~i ~
SH/NGLES AS SPEC. ~/4 AT 10'" O.C. HO 2~~ : WALL . ' , / ~ • .v ~ ~"e . ~
ROOF/NG FEL 7 AS REQ D ' ~ v % CLR. ~ 2 ,~5 BARS CO . ~ ~ N ~ ~ ~ ~ , / ' ~
_ . o , ' i i #4Ar12"O.C. T. ' ~ ~ ' ~
PLYWOOD DECKING AS REQ~D. R-7.5 R/G10 ~ ~ f ~ ~ #4 DOWELS x 48" ~ INSULA rION, 4' ' ~ ~
PlrCH VAR/ESRAFmERS - SEE FRAM/NG LONG AT ?6" D. . , , . / r~ ~ERT. ~ 2: : WA rERPR00F/NG j;
~ . ~MIN. FlLTER FABR/C O~ R 1 ~-4" ~ ~ ~ y~~- ~ ~ ~ ~ ; i~~% 3 ~E5 BARS C . . GRAI/EL F/LL / ~ ~ '
PVOTE - MA/NTA/N PROPER ..p"d ~ ~ ~~t~~~ VAPOR RErARD • PER/MErER
~LEARANCE FOR VENT/LArION ' ~ ORA/N ~ ~ % ~ ' ~ j` ' ~ ~ / ~ ~f/
R2-3D UNFACED BATT IINSULATION ,
~=~ii~iii~ii.~~~. . : ~~.o.. ~1 2 Q , o,~ -iui=~_iiii ~ ~ . .
~ / ' [_i~~iii-ii ~ ~ill1=1111=1111 ~ ~ ~ o ~ > > %
2~p - - G!1 r1"ER & DOWNSPOUTS " A S SPEC. r=~~ o ~ ; ~ ~ ~ , =~~~~iiii„ ~ . . . ~ ~ , , ~ ,
. FLR. 2 x 4 OIJTLOOKER ~ ~ 1=111 IIII°IIII=1111T , , ~ /
~ :Ili.i I 11=~1~1~,~ , , ~ ; j ; M1N 1'-8" ~UNDlS7UR8ED SOIL ~
CE/LlNG JOIST - ~ 1 x 8 FASCIA , SEE FRAMIN ~ ~'-Q 1/2" REUEAL % ij ~ ~ . , , ~ `
~ ~ ~ ~ ~ MAY PLYW000 SOFFIT W/ NOTE: ALL REINFORCING lS SIZED FOR A MAXIMUM 9'-1 1~8" HEIGHT ~
~ Q ~ VARY CONT. UENr ~ SECOND FLOOR G~EATER HEIGHTS REQUIRE REDESIGN BY BUILDER. ~ m/~ i;:
~ ~ ~ BASE AS SP . CROWN MOULD/NG O~ER i: , ~ ~ ~
~ Q ~ 'fx" FRlEZE BOARD ~ 3/4" CDX OR C~ STOOP PORCH WA~L SECTION ~ ~ ~ ~ ~ ~ ° `r
OSB SU OOR GJ e~~, 3/4" = 1'-0"
~ ~O
2ND
FLR LV ~ 1/2"' COX OR OSB SHEATHlNG
FLOOR JOIST - ~ 1" NOM. STlJCCO AND W/RE LATH SEE FRAM/N ~ O UER #15 FEL T OR TYVEK
5 w~~ ~ 'ST 1'0 BE I ~l.L WOOD WITHIN OF G~At}~
FLR PL 1'0 BE PRESSURE TREATED
1/2" ORYWALL ON ~ D01/8LE rOP PLATE
pp ~ CE/L1NGS & WALL ~ 2 x 4 SrUDS A7 16" O.C. (NTS) ~
r; FlRST FLOOR SEE PLAN FOR 2X6 LOCATIONS R-13 BATT /NSVLA770N 2 x 4 S1'UDS AT 16" O.C. W '
~ F/NISN FLOOR GJ R-13 BATT /NSULATlON I AS SPEC. G~ ~,y~ V.4POR BARR/ER WARM SlDE W/ VAPOR BARR/ER WAR (NTS, NOT r0 SCALE) W
~ Q ~ 3/4" COX OR ~ FLOOR JOIST - FLOOR JOIST - ~ _ SEE FRAMlN r n
SB SUB OR ~ SEE FRAMING UNFACED B rr ~ GARAGE v~
1ST R-11 UNFACED BATT INSULATION M/1,~d "~f~`,~ FLR LV 2 x 6 P. T. PLATE PERMITTE~ F01 ~sa -~r~c~oa srR~P ~s r~nr S REQ~o. J
24~~ 4" CONC. SLAB W/ - ;RMITTE~ FOR USE IN CITY Of DUBIiN ~
NTS. s" x s" ~y~o/~o w wF Q 5
esMr. i CORROSION RE515TANT YEN?ING WE~P ~UE~P BSMT. NOrF/LL/NG AND UN7'IL F/RST FLOOR S CK W
FLR PL SCR~~D 4AT10"O.C. H , # • 2 ,i . FRAMED AND DECKED. PLATE 2 x 4 p, T PL ~
~ ~ 1/2" ANCNOR BOLTS i~ •
~ 4 A T 12" O. C. U . 1 2" ANCHOR 80L TS A T ~ o" o. c. Max. BOLTS PER BUfI IOLTS PER BUfLD1NG CODE OR ANCHQR w 4~ 0" O. C. MA . J VAPOR RErARDER
~ Q Q~ ~ A~R ~ 2~~ ii g~qpS APPROV~.D 9Y TI ~ ~ \ ~ ASSUMED GRADE PPROV~.D 9Y THE CITY OF DUBUN. ~ Q ~r4 A T 1 D° o. c. N.'~~8" 4° STONE BASE Q
. I Q BASEMENT c~R. ' ~ ~ 4,ar ~2" o.c. v. i~~ U r ~ ; COMPACTED F/LL _
~ ~ COMPACTED FlLL R-7.5 RIG/D /NSULATION, 4 DOWN BASEMENT C~ a: ~ WATERPROOF/NG
MIN R-7.5 RIGID INSULATION, 4~ DOWN ~
1/2" EXPANS/ON • 8~~ RE/NF. CONCRErE JOlNT MATERI M~~. FOUNDATION WALL 1/2" EXPANSlON /~4 DOWELS x 48" LONG JO/NT MA rER! AT 12 0. C. VERT.
4" CONC. SLAB W/ RE1NF. CONC.
BSM 1: WA TERPROOF/NG • _ ' d • •"'o ~ 6° X 6" #10/10 W. . FOUNDAT/ON
FLR L ~ .--d ' • ~ ' BSMT. WALL
~y5 DOWELS x 48" LONG , AT 16" O,C. ~ERTlCALLY ' ~ y~' ~ ' e \ F!L TER FABR/C O I/ER ~ . • ~GRAVEL F/LL
, = . \ F/L TER FABRIC O ~ER
B T II°III GRAI/EL F/LL z 4" CONC. SLA i~ ' p ~ ~ ~ . ~ o~
W/ 6° x 6° _ ~ I=III ~ ' PER/METER ORA1N TO SUMP ~ ~f 0/10 W. W. . ' _r~ • • / 11= Ii= ~=I7 v , . • ~ ~ ~~f 1~ I~f°II- : , U
fQ NE BA •'o ' o \ i 4" STO -~I = I ~ OTE: BRACE TOP OF WALL II III =~~~11 ~ ~ ~ Z ~ VAPOR - II=IT Tlf ° I~ N
DUR/NG BACKF/LL/NG RETARDE ~ T=II°IT " ~-I -
VAPOR RETARD AND UNT/L F1RST FLOOR IS FRAMED AND DECKED. 4° STONE ~Q=~I= ~ ~ O
3#5 BARS CO . 1~-4" M/N. BAS - ~-0 PER1MErER ORAIN TD SUMP w ~ MIN 16" ~ ~ BARS CONT. ~ ~ ~
UNDISTUR8E0 UNDIS rURBEO 1Y SOIL BASEMENT WALL DRAWlNGS ~ U W M~ U 0
NOTE: WALL R£INFORC/NG IS SIZED FOR A MAXIMUM 9"-1 1/8" HE/GHl. GREArER HEIGHTS O> Q Q N
NOTE: WALL REINFORCING /S SIZED FOR Ati MAXIMUM 9'-1 1/8" HElGHT. • GREATER HEIGHTS REQUlRE REDESIGIN BY BUlLDER. REQU/RE REDESIGN 8Y BU/LDER.
~ I ~
I . GARAGE FOUNDAT ON WALL DETAIL Q~~~ o
3 4" = 1'-0" TWO STORY ~ON BASEMENT ,3~4 " = 1 0 " FN... ~ Q ~ v-
~ w Y~~ 3
m Q} 3
~ J~
a~ ~ N
LL
DRYWALL GEILINCs FIRE9TOP s ?OP
R-II KRAFT FAGED B,ATT INSULATION
KRAFT FACE WARM ^~IpE 4" CONC. SLAB W 6" x 6° ~l10/)0 . .
~i' DRTWALL CENrERLlNE OF 4° CONC. SLAB W BY: F8A CK: F8A
3/4~ AIR 6PAGE . . , BEiRING 6~~ x 6" /l10/10 .W.F. ' ^ . VAR/ES SEE
• ~ PLAN •
•v ~ - - - .
VAPOR ;III IIII-III •,a. , y.: -:e- W~ . , . ' - ~ - 0 ~ Q DATE: 2/a/o7 RETARDE - IIII . . . ~p . • ~ • ~
2X4 ~ I6' O.C. 8A5EMENT WALL OR METAL 5TL1D ~ , . . , O _ ~ I : ,r; ~ . _ Q ~0 IIII=IIIi ' ' ~ =II I-IIII= ~ O,, ~ - ~ . ~ ' ~ ''W
~II=IIII=II ' ~_~_~_~I . Q VAPOR ~ I=1~=' ~ • : . ~ I=IIII=III= 4" STONE =IT=~T . . • • ' ~0
, TREATED 2x4 FAStENlED BASE II-IIII-III' ' ' ' ~ IIII-III IIII r 2~ RFTARDE II III=IIII .~o ' III~~IIIIT ~?WO _~T~ o• , o.' ~ o,._~_~~ 0 1111=111I= ~~1111- g~U SHEET:
TO FLOCR s 48' O.G. ~~-~~~-~u ~ ~ ~ ~ ~ v uu_ ~r~~~~~
OR METAL TRAGK ROOM BASE ~~~II 11=111HIII- III~I il= _T 4" SrONE 'I~_III 3//5 BARS CONT.
• CARPET UNDISTURBED ~,~„III I IIIIT 3#5 BARS CONT. BASE SO/L
PER LOCAL CODE UNDlS1"UR8 PER LOCAL CODE SOlL
~
i I
IllALL 8EC710Na
5AS5M5N? F-URRED STEPPED SLAB DETA L GRADE BEAM DETAIL 01,
WALI. 314" = 1'-0" 314„ _ 1 '-p„
oF: 13
qG~
~,J REVISIONS DATE BY
~ ~ , cusro,u z/s/o~ sRc
. W
r~ ~ ~
~
• F~ooR ~o~sr ~ ~ 2 x to ~ ~ u
r6 ~ ~ ~ ~s" o.c. 5ho ~ K 5hop UJeld
~ ,4Lt~R~L4t~ 9'iz' tJl a a a s 8 s ` ~ 9 ~ ~
s sase a a a a a ~J 110~16 O.C.W/ ~ 8 , / 3 ~ ' Shop lll~ld
~v+ ~4PPROlI~p BRIpCsINC~ V~ ~ _ , ~ ~ ocKir~~ s ~ o.c. s~
- p - - ~
~ ~ zs ~ This drawing is not to be reproduced
~ rs ~ ~p ~I 14 I 5116' thlGk pl8te or used to contract any building ~I without the written authorization of
. ~ ' .4 5ho l,Ueld , ~ Frank Betz Associates, Inc.
p ~ u, ~ I/2 aeb thickness ~ 5/16' thick plate ~ WSX35
~ Z ~4 ~4 ~4 1¢ 14 1 l6 1 ~6 16~ J6l l6 14 1~4 I/2 web thi~ ~ N- ~ A P CK r ~ J4 ~4 , , ~ , i e ~4 ~ I
° ~ Q 0 14 . I ~4 rs 5hop Weld
i 1 Q • ~~3~03 12 1/2 web thickn~ss i ~ ' ~ ; , / , , ~ ~
~ Q7 14 ' 12 12 12 12 12 2 12 I ~ Q u ~ 1 1 i2 12 12 12 12 ry / / /;i . ~ ~ / ~
I ~2 ~ ~ u! D ~ ~
o ~ ~ 0 ~7 r 4 d . ? ~ ~ ~ ~ notc~ column - ,r! ~ l~ ~ N i i~ j
k p ~ ~ ~nter late v r4 p % ' ~j
N ~ W ~ ~ I 2 assembly From . ~ ~ i i , ii e~ i
J ~-r B- I ~ to 0~p 14 UJ x2 57 EL 8~ p notch column ~ ~ ~ ~ ~ : ~ j~.
d UJS 35 51E L EA ~ J s ~ GO UM ~2 ~ ent~r plate ~ ~ , ~ /
14 i I 3~ IP G L. / ~ - assembly from : ~ ; i,'
~ ,4 E C P ND A~ LA ~ ~ tYF ~UE D ~ ~ asrM a32~ ?1'PICl~L UJS CAP top - ~ ; ~ , , i~%%
~4 tAI 4~ ~I 5~ ~ I NICsN 9rtRENCs1'N ~3/ ' ~ , ' % I' A97M A325 ~ ' '
~ EA P C t j Solts, 1'ack lUsld 14 , , N1CsN SrtR~NCs71~ 4~ > ' / ; ~i'~;i
~ 3 Req d. 8olis, ?ack U1eld ~ tight. , ~ ~ ,
4 COLUMN ~4 . . . . L, ' . . . . . . . ~ r ------~6-- • J4 r~s---------- ~ 3"pipecolumn ~ , ~ 2 Req'd. '
4 6 4 I ~~~p ~AF~qAND BAS~ PLATE , ~ ~ , ~ ~ ~ ~
~ I I FRAM/NG PLAN NOTES ta ~ I Col. Ca ;ta i I Col. UJ~~UJ~~W~ ~~~tl I 3' pipe column ~ ~ 0 i ; ~ ~t G ~ ,
~ 6 ~4 ~ 14 ~ 1. 1HfSE FRAM/NG PLANS W~RE D£SIGNfO US/NG ~ / f / r Q ~ i
~ ~ _ 5 2006 R£S!D£NT1AL CDDE Of OH/0 ~ 6 14 ~ / ~l~ : , ; .
14 I RX SNOULO BE P£RFORMfD /N ACCORDANCE 2. ALL iM~ ~ , , ' Ca p~tail Col. ~13 UJ~/UJ~ ~~~M ' ~
I W17H ALL APPIICAB1f LOCAL CODES, RECULAT/ONS, ' 14 14 6 14 I ANO fHA/~A MPS. TH£ BUILD£R SNOULD ~£RlFY ALL ~ ' ~ ~ ~ . . , i' ~J
CONDIT/~NS BfFORf B£G/NN/NC CONSTRUCTION. • ~ 14 I CONSULT Wi7N COCAL STRUC7URAL £NGYN£fRS AND r /
I 6 CODE OfF/CIALS PRIOR TO USlNG IN£ FRAMlNG 14 ' ~Z ~ MAIER7ALS PROVIDED TO /NSURE COMPL/ANCf ~ ~ i':~ / i ~~j~~;~
14 I {M7N CODfS AND SIRUCIURAL lNTECRITY. ~ B ~ J. DESIGN LOADS• 8 8' Sho U1eld $u 5hop Weld % ~ p i f/ . Q,,
. ~ ~T4 - ~ - ~ J4 8_4 I fL00R: 40CBS Ll~E LOAD ~~~Z~ ) 6 IOLBS DEAD LOAD ~ ~ ' ~ ~ ~
I BfDR00M.• 40L8S UIE LOAD ~ 6 14 I fOLBS DfAO 10AD , , / ' /
14 Cf/11NG.• 10185 l/VF LOAD I fOLBS D£AD LOAD I
I g ¢ ROOF (UNO): 20LBS 1/l~' COAD ' 14 7L8S DEAD LOAD I I ` ~
I 4. 7HE f0110N7N6 GU/D£LlN£S ARE PROVID£D , ~
GOL~MN #I TO £XPLA/N NOW TNE QUANlAES 1lSTFD ON ~ CO~.UNN #3 ~ 6 ' J4 ~ RiE FRAM/NG PLANS AND MAIfR/AL LlST I ~ 4 • I R/NfO. FAILl1RE TO COMPLY W11H ~ ~ ~ I
~ WN£Rf DEIE M . Q5 P ~ IH£SE GUID£L/NfS h711 RfSULT !N A fRAMlNG U~~~.p~p CAP AND B E _ _ 1' t~ick steel baseplate 1" th~ck steel baseplate - - co ,
CJ P~ATE B ' 14 PLAN AND MA7ERlA~ GST 1HAT DO NOT MATCH. ~ ~ i IUE~D ~AP AND BA ~ 5. AlL PI£CfS AR£ ~ABfLED AS r0 THElR ~
~ ROUGtI Cf/T 1£NC1N. MA7FRlAL IS TAK£N OfF ~ 1 p 14 AS !NDlCA1FD ON FRAMlNG PLANS ~ ' ~ ' ~ ~ I
~ g 6. ANY LAB£L£0 PlECE L£SS 7NAN 10' IN I g i L£NGTH J5 COUNrEO AS 8f/NC CUT FROM A I
~ 1 ~ 14 ~ 16' P!£CE , ~ z
~4 B~AM POCKEt 7. ALL BfAMS ARE 2X10 ~'2 SYf; 2X12 ~2 I SYP, LAM/NA7ED VfN££R LUMBfR (L l2), OR I BEQM POCK~T GLU-LAMlNAIED B£AMS (GL8) AS INOICATED 3~4" anchor bolts ~~a' anchor bolts a
14 10 ~ 4 I ON PLANS & G1U-LAMINAIED B£AMS SHOULD HAV£ A J
~ MlN/MUM ALLOWABLE @fNO1NG STR£SS Of
JO I 2400 PSL 9. LAM/NA7ED VfNf£R LUMB£R BfAMS SHOULD NAVf A MlN/MUN ALLOWABL£ BfND/NG S7RfSS A B ~
~ la t~ o~ z~oo P.~ ~ a 5 c~ jg f0. ALL FLOOR JO/ST AR£ 2X10 ~'2 SYP ~plat~ ~~ta i I ~a5~plat~ ~~ta i l c~
I AT ffi O.G fXCEPT AS NOTED ON PLAN,
1 11. A11 BAND MAIER/Al IS 2X10 /2 S1P ~ 12 1X4 CROSS-BRID6/NG SHOULD BE USfO AT ~ 3 6 12 6 12 0 3 6 12 ~ Z ~ ~ W Q ~
I M1D PO1NT OF SPAN OR 8-0 O.C. I I LL ROORS. MAXIMUM !N A
J I 1,~ ALL C£IUNG JOISTS ARE Z~D NZPLANS ALL AT 16 O.G fXCfPT AS NO
I ~AV cE~tr,vc rasrs ,a~£ RAF~R ro INCHES KN£EWALi IN LENGTH. Sf£ TRAY DETAlL JCHES INCHES ~ ~ ~ W
SHOIYN ON PLANS I 14, ALL RAF7ERS AR£ 2X8 S,~J SPF AT 18" ~ ~ ~
STRUCTURAL NOT~S O.C. EXC£PT AS NOTEO ON PLANS I 15 ALL~X OSq3 SYP f~CEPT ASANOTfO ON STRI~C~URAL 57~EL, m ~
, AR£ / O W
C3ENERAL: 16PALL RAFTERS SHDULO Bf BRAC£D AS I - SS/BL£ 4NTN NO C14SE 70 Mf0 SPAN AS PO 1. COMPLY UJItN "SP~CI~ICAtIOP CI~ICAtION ~OR ~ _
. -5U PORrINC~ AND I SPAN fXCEfDING f3'-0'. I. rtNE SrtRUGI'UR~ IS DE51C~NED TO BE S~LF P 17. AL1 RAf1ERS~ARI6VO.C. £XCE~ASRN07F0 57RUC~URAL 57~EL BI~ILDINC~S 3UILDINC~S° IAISC), ~
tNE BUILDINCs IS FULL.Y COMPLE1~p. It 15 tN~ ZX tos~3.sP 5rtael.~ a~r~R I ON PLANS Af1E'R BRAClNC TO ADCP7~p JUN~ 1989 AND "COC AND "COD~ 0~ STANDARD ~
CONTRACTOR'S 50LE RESPO~15181LITY TO p~TERMIN~ ~R~C710N 18. ALL CfILING JOlSTS AND R BEAR ON LOAO B£AR/NGLEVf1SANDC7ERMINAIE PRaCTIC~ FCR SYE~I. BUIL.pfN~ l. BUIL.pfNC~S AND ~ ~ ~
fNSURE rtN~ SAF~rt~' OF I CARRY 10AD IHRU ALL PROCEDUR~ AND S~QUE~IGE AND rt0 >OPT~D S~PT~MB~R 198~. ~
EG~IDN. AT fOlINOAT/ON AND Bf~PNGRDE~GNfD~pK£N£D SRIpC~~Su ~AISG~, ADOPT~D SE ?NE BUILpING AND 1T5 COMPON~N7 PARtS DURINCx ER I SLAB GRAD£ BEAM OR F i
7N15 INCLUpES TN~ ApDITION OF UJNA7EV~R, SNE~TING, CARRYLOAD~ ~ YIELD POIN~ ~ ~ m ~ ,
ARl' BRACINCs, GUYS OR tl~-DOUJN9 WNICf~ MIC~N7 B~ -1 2, 1~5~ 36 K51 MI~IIMUM YIELD F 7~MPOR ~3G UNL~55 Ol'I~~RW15E ~
IA SNA~~. R~MAfN 7NE - - - - - - - - J MAT IA 5 (AStM- ~43G ) UNL~ NEC~55ARY. SUCN MA?~R L ER l. ~ Fr COMPLETION OF TN~ PROJECT. ~ 3/4' A51M A32 C
GON7RACTOR S PROPERTI' A ER NO~~p. , c e ~
2. It f5 1'~IE CON7RACTOR'S 50L~ R~SPONSIBI~ItY t0 ~O~LOIU AL.L t~ght. ~ j
q~ 3. USE 3/4" D1,4M~TER NIC~I~ 5TF APPLICABLE 5AFE7Y CODES ANp R~C~ULA710N5 DURING L = ~ NIC~I~ STR~NC-~~'N 6 Required
_ = BO~TS 1A325 OR A49~), ~XCE1 PNAS~S OF CONSrtRUCtION. _ ~ L ~ 9~), ~XCEPT A5 NOrt~D. Z °
R 0 5u L oM T 5~ ~ S ~ a R IR fi ~ ~XC~Up~ R~ D ~ROM SN~AR P~AN~S WN~N 3''4' w
3. TAILS SNOI.UN ON TNE ARCI~IT~CTURA~ GRAUJINC~S ARE PART = ~ 1~51NC~ NIC~N StR~NGt~I ~O~tS. - Z ~/4" = 1'-0,~ _~I ~O~tS. W~L.D tN~ ~ ~ o
0~ 7N~ SrRUG1'I~RAL REQUIREMENTS. I~ rtl~~ REG2UIR~M~NrtS _ ~0~.rt5 A~t~R tICsI~t~NINC~ rtN~P :NINC~ tN~M IN PI.AC~. u~
fGt R~QUIR~MENtS SNAL~ GOY~RN. - CON~LICT, rt~4E 5tR ER H \ ~ ~
~ 4. OVfp~ B~ARINCs P~At~S A L5 AND ~OUNDAtION PR P~At~S UNp~R B~AMS p ~ ~ ~
4. SUPPORt BAS~M~NT REtAINING UJ L . I~v~ E~oR~ aNp ~ONG SPAN J015t O~ Ap~ - IUALLS LAtERAI.LI' WI1'N FIRSr F1.00R ~RAM R 15t O~ Ap~C~UAt~ 51z~ t0 ~ A a o
~KFI~I.. K~~P MA50NRl' B~ARING PR~ PLACENU ANY BA a R I N G P R~ S S I~ R~ U N D~ R 25~ ~ x W~
P51 AND GONGR~TE ~~ARINC~ ~~ARINC~ PRE55l~R~ UND~R ~ ~
~ 0 NINCzS ~107 QUAN TI TIES 5. PROVID~ LIN7EL5 0~ AD~QUAt~ 51Z~ FOR AL~ P~ l5~ P51. MINIMUM t~41CKN~88 C ICKN~SS 0~ ~~ARINC~ N a ~ °
SP~CIFICAL~.Y NOTEp ON TN~ DRAIUINGB. 2 X lo X~o ' P~.Art~ 5NA~1. B~ ~/S". g~~ W z ~
~ ~
StR~NC~tN OF 7N~ 2" ro "~2 ~s 6. ALI. CONNEC710N9 ARE 1'O DEV~I.OP FULI. . PROVID~ z X~o X r4 s~ AI.L CONN~CtION TO D~VEL ~ TO D~VELOP ~UL.L Z o ~n
FR4MING MEMB~RS UNL~55 07NERUJI9~ 1~OTED EARING StIF~~N~RS AND ~ASrtEN~RS A9 STR~NGTN OF M~MBERS. PRO ERS. PROYIpE STIF~~NER
StIF~ENER PLAt~S, B z x~o X~s sa Qul ~D. PL.AY~S, BEARING STIF~~N~RS ~ 1'IF~~N~RS AND STI~F~N~R ~ ~0
RE R LEGEND 5 Q5 ~QUIRED. ANC~~E R : p.
7. BRL~C~ aLL IUALLS lUltl~ ROOF OR ~LOOR ~RAMINCz ~OR FULL
9TR~NGTN LAt~RAI. SUPPORt. ~ 3/4' CAP Pl.A7E OY~R N
"2X" JOIST, RAFrER, N/P, OR VALLEY PROVID~ uJ~LD~D 3/4~ C~~ g qup ALL COLUMNS NAVINC~ B~AM E JC~ B~AM B~aRINC~, aND \ HY: cES cx: ocF
S. OB7AIN FI~LD M~ASUR~MEN1'S OF ALL GOMPON~Nt ~NC~~ TO tNE C~P P~A7~ 74 4x4x1/4' angle
A NG~S PRIOR t0 7NE CL(P TN~ B~AM ~LANC~~ TO t~ INSI~R~ AL~ APPLICABL~ CL~ RQ r, typ~~a~
A ATION OF SNOP DRAWINGS AND FABRICAT101~5. oouecE ~o~sr P~2~V~Nt MOV~M~Nl'. PREP R m ~
RINK ~~V~~INC~ C~ROUT DATE: 2/8/0'
9. PROVIDE tEMPORARI' SUPPORrt AND BRAGfNG ~OR ALL EXIS7WCs 7. PROYID~ NON-SNRINK ~~V~ MO ItION AND UNtIL 1'NE N~W BEAM StRUCruR~s PRIOR ro D~ ~ UND~R ALI. CO~UMN BAS~ P~~ I BAS~ P~,4T~5. ~
CONStRUCtION 15 COMPL~7~p A9 INpICA7~D AND BRAC~D. ~ 3~4u ^
' " M StEP~J - i~ ~ ' INTERIOR LOAD BEAR/NG WALL 8, rj~RUCT~RQL S~~~I- t~B~ Mj 1~. PROVIDE SYEP ~OOtERS t0 DEEP FOOt~RS IN 2-m MAXIMU :L. fiUB~ MEMB~RS 51~ALL aSrtM A32~
CONFORM fi0 ~S~M ASm~ GR~ . BEAM SCHEDULE g~R~gg p~ 46 K51. ASm~ GRADE UJitu YI~LD NIC~N STRENCstN SHEET: Bolts, tack Weld 4~
tight. ~o Required
• ,3 - 1 3/4" X 11 7/8" X 20' L12. BEAM - FLUSH L_~
. - H AS REQ~o 9. PROVID~ 1/4" TNIGK UJEB 5T g 2- 1 3/4" X 9 1/4" L~L. BEAM FLUSH LENGr :K UJEB STIFFENERS
~ " 0 E55 IN D1 FOR B~~MS 16 R l. 1.E55 IN D~PTI~ ANp 3/S°
' ~n~ r~~ nM~, n~KPKR tl~aN 1~' r~ t~aN 1~° fN dLL LINt~LS t~p,~~, ~~8~~, /~'~v,h~~~ ir~h
I V I\ ../{~!'9I v Y 1~ 1-I 1-• • • •
AND BEAMS At MA50NRY 8E, ~ONRY BEARING, ANp A PAIR ~~;U 11 1 ~ , y ~
0F UJEB StIFFENERS ALIGNED ALIGNED U11TN tkr= PAGE ~ 0 3 6 12
O~: fiUSE COLUMNS UJNERE BE~ UNERE BEAM 15 BEARING 0N
tNE tOP OP 1'NE COLUMN CAF )LUMN CAP PLAtE. INCHES
10. PROVIDE SNOP DRAUJINGS )RAUJINGS FOR APROVAL °F:
- IOR r0 FABRICATION. rior~. n
~l5
SrtRl~C7URA~ N01'E5 REVISIONS DATE BY
I CONGR~Y~% LYAR.2b-49 3-?1-02 CAS
I. GOMP~1' WItN "SP~CI~ICAtI0N5 ~OR StRUGtURA~ GONCR~t~ ~UST~, 2~8,0~ SR~
~OR BLIILpINCsS IACf 318-~2)° ANp ALL ApDITIONAI. PROV1510N5
1 - JO15T NOT&S SPECI~I~D.
1. The 1- Joist are specified using the APA stendard PRI - 400, pe~fo~mance standard
for APA ETYS I- JoisG Follow Manatecturers guidelines for the proper installstion of 2. PROYID~ CONGR~T~ UJItN FOL~OUJING 28 pAY SP~CI~I~D
joist, hangers, squash blocks and decking. S~R~NC~T1~5:
2. Al! rim board to be APA rim boerd - vertical load transfer = 4400 PLF inax. 4,~~m P51 UJI1'N 5°ro-7°ro ~N7RAINED A(R BY YOLUM~ - CONGR~t~ ~XP05~p t0 ~R~~ZING ANp tI~dWING DURING OR
Amount required is listed es tota! linear fooEage. 5UB5~QU~Nt 70 CONStRUGt f ON.
, 3 This I- joist layout must 6e reviewed by e Technica! Representetive of the ectual joisE 3,~m~ P51 l.Ull'4~OUt ~NtRAIN~O AIR - ALI. OtN~R CONCR~Y~ mis erawi~9 is not ta be reproduced
manufacturer snpplying the construction meterials. ~N~~CJCJ ~0'~~p. or used to co~troct any building
Some adjustmenEs may 6e required dae to • veriations in prodacts. 2,~~~ P51 P~A CzRQY~~. AC~C~R~C~At~ CONCR~~~ ~Il.~ ~OR WithoUt the Writte~ a~tho~iZatian or Frank Betz Associates, Inc.
Builder kUST check, verify, and approve all dimensions, lengths, frammg conditions, and MASONRI'.
loading methods before starting construcEion. 3. PROvIp~ R~fN~ORCENC~ STE~~ UJITN ~O~~.OUJINC~ MINIMUM 1'I~~p
• g, Roof brecing methods MUST be discussed with a Technical Representatlve o1 Joist Manufectarer POINTS:
to insure adequate materia! is prov~ded. 6 FiT! end connect doable joists. 4~ K51 - B~AM SrtIRRUPS ANp CO~I~MN tI~S INOt 5~ OR 6m KSI~.
7 lnterior bearings must be level with exterior 2 X 10 FLOOR JOIST , ~o~sr C~ K51 - aL~ Ol'N~1~ UNL.E58 OtNERlUlS~ N07~D.
bearings. 8, 8d nails are reqvired for proper joist aftachmenG 4 ~ 16" O.C.
DO NOT use 16d nails. Take care NOT to spL tlenges. AL7~RNA7E: 9~/Z° tJl I1(d'~ 4. R~IN~ORC~ ALL 5LAB5 UJITN ON~ ~.Al'~R OF UJ~L.DED WIR~ ~ ~ / , ,
9. Locate probable plumbfng drops before consEructioa to allow dro or baild plumbing ~~O" O.C. UJ/ APPR01/~D 1~ ~ ~A~3RIG UN1.~55 OT+~~RUJfS~ NOT~D. ~ , ~ ,l ' ~ ' a ~ ~ ~ ~ ~ / : i
begins. Shift joisEs P well above. 4 BRIDCsINCs/BLOGKING ~ S. LAP AL.L GOMPR~5510N SPLICES 3~ BAR DIAM~T~RS. LAP ~LL ;
10. Review of this leyout 6y a professionel engineer to tural inte rit is strongly encouraged. 16 S~-~~ ~.G. i~sure struc g y OtN~R SPI.IG~S 4~ BAR DIAM~t~RS. ~ ~
4 ~ ~ ,
~URN15N CL.~ARANG~S B~tW~~N R~IN~ORCING 57~~~ ANp TN~ , ' ~ - , , .
2 2 2 2 2 2 2 ] 4 6 16 ~s - 1 2 GONCR~TE SURFAC~ A5 FOLLOUJS: ~ 0, j/.,/ , ! .
6 6 6 6 6 6 6 6 6 6 1 3" CONCR~r~ PLAC~p ,4C~AINSt C~ROUND. ~ ~ ~ 2" ~ORM~p SLIRF~C~S ~XP05ED t0 UJ~AT~I~R OR C~ROUNp. ' ; f%,
Q 6 4 i-Il2 B~AMS ANp COLl~MNS. ~ „
~ 4 10 14 14 14 14 14 14 1~4 14 14 14 14 14 l4 14 ?4 14 14 14 14 '4 3/4" 5LAB5, J015t5 ,4ND UJ~,LLS NOT EXPOS~D TO UJ~ATNER. , , ~ / ~
~ , ; ~ ; i ~
@ 4 4 14 7. B~Np AL.~ NORIZONtAI. W~,~~, aDNp ~~AM, ANp ~OOtINC~ PARS " , ~ ~ ~ ,
^ Q ~ 14 14 4 I'_~" AROUNq CORN~RS OR PROVID~ CORN~R BARS UJITN 2'-~" LAP. ~ ` ~ ;
-UJ17 14 ~ ~}Z S. PROYIp~ 3/4" X 45 D~C~R~~ CNAM~~R ON ALL ~XP05~D CORN~R , ~a ~ ~
. ° ~p~ 4 ' , , °j 0~ COI.UMNS, B~AMS, 5LAB5, ANp UJALLS, UNL~55 OTW~RUJIS~ ~
'n(YU r4 o , ~,(LO ~ N07~q. ; ~ ;
~ p ~ J 14 ~ ~ , ~ ~ ~
~ ~ WQ~ 4 . : I-~~r , 14 4 lj M~SONR~': ~ ~ ' i ~ ; ~
0 b Q~ZU ~ ~ _O 1. MA50NRY MORt~R:
k ~ U ~ 14 14 ABOV~ GRAp~ - T~'P~ "N' 751~ P51 CoMPR~551v~ StR~NG1'I~
' N ~OQ~ 4 4 4 4 4 4 4 4 I- 4 4 4 4 B~LOUJ C~RAD~ - t~'P~ °5° 1,8~~ P51 COMPR~55(YE STR~NC~tN ; ~ ~ ~ , ~
J= ¢ 4 Q~(Q~ 14 2. PROVIp~ tN~ ~OLLOUJINC~ MINIMUM UJAL.L R~(NFORG~M~NT ~OR ~~r ~ i!%,
B~ARINC~ AND I~ON-B~ARING UJALLS: - ~ ~ ~
14 6 v~R~'ICAL: A5 N07ED II /l/./ :n~/„~/. ./,,,.,1 !r.///
8 14 2-2X10 6` ' - - 14 l4 OROPPEO _ _ _ 22_ - NORIZONTAI.: tRU55 R~IN~ a 16 0/C. {~ORIzONtAL 51'~~1~
APA R/M IMIN.) E~FECTIY~ AR~~ _.m~8 SQ.fN. UN1.~55 Ol'NERUJIS~ NOTED BOARD
22 14 l4 ~4 - - '
22 3. GOMPI.Y Wltl~ R~COMM~NpAtIONS 0~ NATIONAL CONGR~t~ M,4SONRY ,4550CIAtION ~OR CONStRUC~ION, ~R~CTION, AND
4 r4 1 '7T - ~ - ~ BoNDIN~ o~ MASONeY STRUGtURES.
2-2X10X - - - 14 DROPPED 22 ~
14 14 _ - - - I' 4. ~I1.L ANY MA50NR~' VOIDS W17N MORT,4R OR GONGR~TE W~~RE z
14 14 14 22 ANCI~ORS OCCUR. ~ iO J
14 - - 14 22 C 5. ALL MA50NRY CONSTRUCTION 51~A~L CONFORM TO TNE n-
16 14 - - - - - 14 1 _ _ 22_ I BUILDINC~ COD~ R~QUfR~M~NTS ~GR MA50NR1' SrtRUCTUR~S (ACI
16 14 2 Q _ 22_ I ~ 53~:.1-~2) ANp SP~CI~ICAtIONS ~OR MA50NR1" SrtRUCtUR~S AND ~
_ QUANTITIES 14 COMMENtARl~S z
~ _ 22_
i 2 x 10 x 10 14 14 - . _ _ ~ _ 22_ I 6. UJN~R~ ARGNIt~CTUR~4~ p~tAll.S 5P~C1~1' ANC~L~ LIN7~L5, ~ Z PROVIp~ TI~E ~O~LOWINC~ ~oR ~ACN 4in. 0~ ~JAL.~ 1'NICKN~55 Q 0
2 x 10 x 14 64 - 14 14 @ 22 1U5~ 6in. MINIMUM B~ARINC~ ~ACI~ ~Np~: ~ (n
2x lOx 16 28 . L - ' - ~ M~50NR1' OPENING S~CTION ~
l7 22 2' AS EQU/RED 14 14 z - - I x 16 C18 x 2 ° TO 4'-min. L 3-i/2 X 3-I/2 X 5/1~ W
~ 22 ~ 4'-lin. t0 5'-6in. L 4 X 3-1/2 X 5/16 L.LV ~ ~
R/M 8D. - L.F. AS EOU/RED ~6 14 ~ ' 14 - - N 22 0 5'-7in, fi0 ~'-C in. 5 X 3-I/2 X 5/l~0 ~.~V Q -
- - - - - - - - - - • 14 ~ 14 • ~ 22 ~ 6'-7in. TO 8'-~in. L~o X 3-1/2 X 5/I~ LLY 0 W
J
z 2z r4 ~4 _ ~4 _ _ _ i I, ~ LUMB~R: ~
~ BEAM SCHEDULE 4 p _ 22_ k I. COMPLI' UJ17N ONIO BUfI.pINCx COD~ ~OR 0
1 6 6 ~q - g 3- 1 3/4" X 18" X 18' L 12 BEAM - OROPPED I ~ CONN~CtfONB, INStAI.~ATION, JOINl'S ANp B~ARINC~ z
O 10 ~ _ 22_ ~ ~ R~QUIR~M~N~'S. N
C 2- 1 3/4" X 11 7/8" X 10' L l/L BEAM - ORG.'PED O 14 ^ Q _ 22_
D 3- 1 3/4" X 16" X 22' LUL BEAM - FLLISN 4 4 4 4 4 4 4 ' ~ APA R/M } _ 22_ ~ , 2~~ P OOF~ R~M~~R ALD ~ AM5 S~IALI. B~ 0~ M NIMUM I1N~~~ P51
E 3- 1 3/4° X 16" X 22' LUL BEAM - FLUSN BOAR -
O _ (~l _ 22_ I FB I.UMBER.
F 2- 1 3/4" X 9 1/4" X 12' LVL BEAM - FLUSH O _ 22- 6 3. A~L. BUI~t-UP B~AMS ANp M~MB~RS SNA~~. B~ MAp~ ~1'
G 2- 1 3/4" X 9 1/4'~ X 18' L l2 BEAM - FLUSH 10 O NAILING ,4ND C~LUINC~ TN~ PIECES TOCrt~TNER. LUMB~R 51~AL.L B~
- M 2 FLUSH; 2 OROPPED) 2- 2 X]0 X 10' ~ 4 2 X 10 X]0' BEA ( DROPPED 22 22 I , NAI~~p WItN 5t,4C~C~~R~D ROWS 0~ l~d NAILS a 32" O/C. tOP ANp Z o
1 4- 2 X 10 X 8' BEAM (2 FLUSN; 2 DROPPED) B O T t O M ( I N A I~ P~ R I~ ) A N D 2- 2~ d N Al l.S At ~NpS aNp
22 0 I SPLIC~S. MIGROLAMS Wil.l. BE NAIL~p UJI1'N STACxC~~R~D ROWS
22 0~ 16d NA1~5 ~ 12" 0/C, ll N~IL P~R 6"). C~L.U~ S~IALL BE ~ H~
22 I R~50URCINOL Cs~l~~ OR ~QUAL. ~ 0 m
~ = 22 I 4. BRAC~ AL~. ~RAMfNG. PROVIp~ CoR~~t BRACIN~ ANp PLYUJOOp ~
SI~~AtNINC~ ~OR AL~ CORN~RS, ANp A5 ~p a
_ _ ' - _ ~ 22 : Axi
• LOAD BEARlNG WALL ~ ' - ~ ' = O 5. ~URN15N ANp 11~5rtA~l. ApDItIONA~ ~RAMINC~ M~MB~RS ~OR ~
= Z - - - ---~2- B R ACINC~~ 71~5 AND I~~NC~~RS Q5 ~IELD DIR~Ct~p BY tI~E ,R w~ ~
, PL YW000 DECKING JOIST HANGER AS REO'D. _ ARCI~I~~C~'.
SEE MFG. SPE I 1.AT~5 CONN~Ct~p TO MA50NR1' AND CONGR~T~ W a z~ 6. A L L 5 L~ P
APA RI 80AR 5N,4LL B~ ,4NCI~OR~D BY U2" X 24" A.B. A t 4' C/ C U N L E 5 5 a l ~
o _ 1'-0,. OTN~RUJ15~ N07~D. ~ ~ ~
7. 80LTfNG 0~ UJOOp t0 SrtRUC1'URAL M~MB~RS OR MA50NRY
LEGEND SWALL B~ BY 1/2" ~OLfiS ~t 4' G/C UNL~55 OtI~~RWlS~ N07~D. p~ w
0 S. UNL.~55 OT~4~RUJIS~ SP~CI~ICAL1~1' NOT~D A1.L COLUMNS (4 X 4
OR 4 X~o) M~Y B~ BUIL?-UP MEMB~RS 0~ 1,5~m P51 2 X 4 OR 2 X 6
"2X" JOIST, RAFTER, HlP, OR VALLEY FLaOR JOIST CON57RUCt~p BY GLUINC~ AND NAI~.fNG PI~C~S 1'OC~~TNER.
AS REQ' . ~RAC~ ,4L~ CO~UMNS AT ,41.1. ~~OORS ~ND R00~ P1' APPI.IC~BI.~ BY; cES Cj{; OCF
DOUBLE JOlST ~RaMINC~ M~MBERS.
APA R/M BOARD 9. ~URNISN ~ND IN51'AL~ 5fMP50N STRONC~ TI~ ~N~AYI' DI~TI'J OR
4400 pfl. (MA . I- JOIST AS RE0~0. SEE MFG, SPECS. APPROV~D EQUA~ CONN~GtORS ~OR AL~. POST 1'0 ~~AM ANp
BEAM POSt BAS~ SUPPORTS. DATE: 2/a/o7
' ADJIJST W,4LL H£JGNT r I~. PROVID~ P~1'UJOOp 51~~~4TNING ~Np 01,4PI~R~4C~M5 UJN~R~
ALIGN THE 2 x 10 JO/S - INrER10R LOAD BEAR/NG W,4LL AND I - JOIST A T rHE r0 INpICAT~p ON tN~ DRAWING. SHEET:
il. ~URN15N AND INStALI. C~~l~~ ~AMINATED 57RUCTURA~ B~~MS
WN~R~ fNpICAt~p (~B - 2,2mm PSU. I~ C~~ARANC~ f5 AVAI~ABI.~,
TN~ GON7RACTOR MAY 5UB5tItU1'E ~QUIYaL~Nt PR~-
L T D E ST Y S R 00 FL ~NGIN~ERED C~IRD~R 7RU55 IN LI~U O~ C~LU~ LAM B~AM.
. ~ ri2~~ _ ~--o,.
12. LIN7~L SCI~EDUI.~: UN~~55 OT~IERUJIS~_SP~CI~IGAI.L~'
INDICATED ON tNE DRAUJfNGS, PROYIDE THE FoLLoWiNCs
LINTELS FOR tHE UJALL OPENIN66:
OPENING 0-3 FEE7 3-5FEET 5-(oFEEt 6-8 r-EET
MEMBERS 2-2X6 2-2X8 2-2X1O 2-2X12
, BEARINCx 4" E.5. 4" E.S. 4° E.S. 4" E .5. oF:
«,~eH sinE)
c~
~ 5
REVISION3 DATE BY
CUSTOM 2/8/07 SRC
QUANTI TIES
` NOrE: ALL CElUNG JOISTS AND RAFTER BRA HRU A~L~ EUE NAND D 2 x 6 x 16 2 BEARING WALLS DESIGNED r0 CARRY LDAD
TERM/NATE AT FOUNDATION AND BE SNED~~O CARRYrL0A0. ED
2 x 8 x 10 31 SLAB GRADE BEAM OR FOOT/NG DESlG
2 x 8 x 12 3
2x8x 14 51
2x8x 16 5~
2 x 10 x 12 6 This drawing is noi to be reproduced
. 2 x 10 x 14 6 or used to controct any building without the written authorizotion of
2x lOx 16 7 Frank Betz Associates, Inc.
• 2 x 12 x 10 2
2 x 8 CE/L/NG JOIST ~ JOIST
~ 16" O.C.
16 i , , ,
16 N0~'~: CON~~Ntf ON~~. ~~'~MfNC~ SNOUJ~I
~ , i, ~ ~ , O~f1~~ OUJN~~' UJIt~ , ; ~
2 ~ ~ , - , ; i;,,' : ' :
2 ~'i~~~,~~~'IC~~"~1~ ~'~U55 ~.,~~OU~ ,4Np .
16 2 , i%- ' rr
2 2 2 2 2 2 2 2 1 161 1 1 1 J J 1 1 1 1 2 - p~SfC~N ~'0 ~CCOMOI~~~~ ~~,~~INC~ , ,
2 5U Mlt ~0 ~I~UJ t0 ~ ~ ' ~'Q UJ~4~.~51~0~`~1~. ~ ~ ~ ,~a , ~
JO 12 14 14 14 l4 14 16 2 2 2 2 2 2 2 2 2 2 f 4 ~ 2 2 / ~ ' ; ~ , ,
p 2 2 2 2 2 2 2 2 2 1! ~~'Cl~f t~Ct ~,N1~ ~Uf ~1~ INC~ O~~f CI~~.. ~ ~ ~ " 2 16 ~ / /i
14 , i. i ~ i ~
Z . 2 2 2 ~ ~ \ O 14 2 2 X 1 2" 2 2 ~ ~ i J~ . / i i
2X 10X 16' ~ ~ i-": '
U: 2 1 14 2 2 ~0 14 2 2 X 1 . 6 14 14 14 14 2 2 - ~ ~ ~ ~ ~ i ' ; ,
~ ~ J4 . k ~ 2 2 2 2 2 i % e;;
14 N ~ ' ~ / i
2 2 2 ~ i , ~ i, ~ 2 2 tRU55 N07~5 '%i ' i/
14 2 2 X X 2' 2 2 ~ i~
' ~ / 2 14 U 2 z I. MATERIALS: ~ ~ ; i,~~ ~ ii;.
a . . . ~ ~ i 2 2 A. LUMB~R: A5 R~QUIR~D B~' tN~ tRU55 MANU~AGtURER.
~ ~ ta 2 2 2 ~ ~0 2 2 X 1 2 MfNIMUM GI~AD~ 70 8~ 51'P ~10. 2 Kp 15 PERGENT MC.
14 14 2 2 2 2 2 B. CONN~G7101~5: ALL fN7~RNAL 7RU65 GONN~GtI0N5 AR~ TO 8~ ~%e ~~o
2 1 ' 10 12 10 4 p~51GNED Bl' TNE TRLI55 MANUFAGrtUR~R. CONNEG70R5 SNALI. i; ,
6 6 f0 4 14 2 2 2 ~ ~ ~E D~FOI~MEp PLAtE 7YI~E, OF MINIMUM Zm GAUCzE C~AL.1/ANIZ~D ~i ~ ~i= : ;
l0 6 6 - 2 2 X 1 i6 Sr~~L SN~~t. ALL JOINtS AR~ t0 8~ D~5IGNED U51NC~
~ 0 l4 6 2 10 2 M~tNODS A5 5~t ~OR1'N IN tFl StANDARDS 1976. "
2 2 ' 2 2 2 2 2 2 2 2 6 2 2 2 G. NANC~ERS: ALL 7RI~55 TO TRL185 NANGERS ARE TO B~ PR01/IpEp
10 14 2 2 2 2 2 2 2 2 BY tN~ tR1~59 SUPPLI~R. 2
14 14 g 2 2 2 2 X 10 X 16'
14 2 - - - 16 2. SPECIFICATIONS AND R~FERENGE STANpARpS: UNL~58 ~6 SP~GI~ICALLY 5NOU1N OtN~RlUlS~, DESfC~N, ~ABRICAtION,
f0 14 6 2 4 6 1 1 1 1 1 6 4 2 2 a 2 2 ER~GtION, NAND~ING AND BR4CINCs REQUIREM~NtS AR~ rt0 B~
J4 'O g 6 4 4 GOVERNED BY 7N~ ~AYEST REYI510~15 0~: Z
14 8 A. N,4710NAL D~51GN SP~CI~ICAt101~5 FOR 5tR~55-GRADE Q
~4 6 s I.UMB~R AND It5 ~ASt~NINGS. J
f0 14 6 6 14 BAND 8. 71M8ER GON57RUC710N STANDARpS. d.
10 14 6 6 BELOW 8 a C. D~51GN 5PEC1~1CA710N5 ~OR L1CsNt M~tAL PLA7~
14 CONN~C7~p 1U00D tRLl55~5. C~
10 14 6 6 8 14 4 4 4 4 4 4 4 a p. TRU85 Pl.A7E IN5T17UTE PUBLICA?ION-B7W BRACINC~ z
6 6 2 X 6 FALSE ~OD 7RU65~5: COMMENI'ARY AND R~COMMENDA710N5. ~ z 6 RAFTERS & COLLAR ~ Q
14 10 14 6 T/ES OIiER rRAY g, p~gIGN : ,n 4 ~ N vI
0 6 4 14 10 14
A. ALI. TRU58~5 AR~ t0 B~ D~51GN~D ~'r rt~~ rtRU55 L~ ~
s 2 14 10 14 MANUFACTUR~R FOR tµE ~OL~OIUING LOADS: W
0 22 2 2 1. D~SIC~N LOAD(NGS: >
14 1 14 16 " 16 TOP CNORD: LfY~ ~OQD: 25 P5~ + DRI~tfNG ~ u~lL~SS NO7ED 0?NERlUlB~ ON PLAN pEAD LOAD: 15 ~ W
2 2 2 2 2 2 2 2 P5~ ~ _
. 10 14 8 14 BOt CNORD: D~AD LOAD: im P8~ ~
8 10 14 , BOt CNORD: LIV~ L.OAp: 4~ P5~ ~
B. WN~R~ 7RU55~8 AR~ R~QI~IR~D t0 ~RAM~ INtO OtN~R 1'RU55~5, J
8 f0 p~SfGN 0~ t+~~ I~ANG~RS S~IALL B~ 1'N~ R~5PON5181L7Y OF tN~ U
14 Ti21.155 SUPPL~ER. TNE TRU55 SUPP~IER 51~ALL MAK~ N~C~55ARY
10 8 PROYI510N5 fN tl~~ SUPPORtfNG tRUSS 70 AGG~Pt 7N~ tYP~ OF
1~ NANG~R R~QI~IRED.
1 1 1 1 ]
C. TRU55E5 SUPPORtING OR GONN~GTING 1'0 MEGNANIGAL AND OtN~R ~QUIPM~Nt ANp R00~ OP~NINGS A5 SNOWN ON
ARCNIT~CTUF2t~L, MECI~,4NICA~ ANp/OR STRUCTURA~ pRAIUINGS AR~ U
BEAM SCHEDULE SNOUJN ~OR BIDDING PURP05~5 ONLY. C01~7RACtOR SNALL ~
~ 2- 1 3/4" X 1 f 1/4" X 16' LVL BEAM - FLVSH R~CONCfL~ EXaCT 51Z~ AND LOCAtION W11'N M~CNANfCA~ AND Z o
K~ 2-2X12X10'BEAM-FLUSH OTNER R~Q~~R~MEN75 B~FORE PROGEEDINCs UJITN N15 WORK.
W H~
LO 2- 1 3/4" X 9 1/4" X 12' L UL BEAM FLUSH - SET BEAM ON OP OF WALL 4. SUBMIttA~S: E-~ ~ a
A. TRU58 p~51GN5 ,4R~ TO BE SUBMIT7~D ~CR R~vI~UJ PRIOR TO ~
~ABRICAtION. rtRU55 SUBMItTAL SNALL INGLUD~ tNE ~OLLOWINC~ IN~ORMA?ION: 0 ~ ~ o
I. D~51GN INFORMATIDN FOR EAGN TYP~ OF TRU55 SUPPLIED. ~ A p~ ~
2, LA1"oUt DRauJIN~ INDfcAtIN~ LOCAtION o~ ~ACN SPECI~IC w~
- = L _ A N M F ST 01 _ IL C . - ~ - ~ tRU55 tYP~. ~ ~ ~
= o ,~4„ = r~-o„ 3. TRU55 NANC~ER TYPE AND LOCATION, FOR ALI. TRU55E5
= Z FRaMING INtO tRU55E5. W a z o
4. 1RUSS D~51GN AND LAYOUt GRAIUING SNALL B~ 5t,4MP~D BY A 3~ ~ P~ ~
REG157~RED PROFE5510NAL ENC~INE~R, 57AYE OF ONIO. ~ ~
B.SUBMIYtALS UJNICN DO NOT INCLUD~ 7N~ ABOVE L157~D INFORMATIDN ~UI~L B~ RE7LIRNEq 70 7N~ CONTRAC70R PRIOR TO
LEGEND R~vi~uJ. ~
r2 x ~ '2X" J01 , H/P, OR VALLEY 5. M15CELLAN~OLlS: AL.L M~MBERS OF MULTIPLE 7RU55E5 AR~ 70
O!S r A T l6 ° VARlES PER PLAN BE NAIL~D TOC~Etµ~R UJItN Imd COMMON NAILS A? 8in. O.G.,
d' ~OR DOUBLE tRU85~5, CR UJItN 16d COMMON NAILS At 8(n. By: cES CK; DCF
\ DOUBL IST O.C. FROM ~AC+~ 51D~, FOR TRIP~E TRU55E5.
~ 2
2 x 8 RAFTER AT 16" O.C. 6. INFILI. FRAMING - PROViq~ 11~FILL ROOF FRAMING
- BEAM ` i ALL RA~7~R5 70 B~AR ON 2x8 ~A51~N~D DATE: 2/a/o~ 70 ~X15TING ROO~ Ra~7ER5 rtNROLICzN 5~4~ArtNING
rr",---
a-,,, WAL _~~a ~RAMING ~OR AR~A6 I~O7ED AS ~OLLOUJS
5PAN8 LE85 7NAN 9.5' - 2x6 ~ 16' O.C.
SPANS L~85 tNAN 13' - 2X8 ~ lb" O.C. SHEET:
~ 2 - x 0 ~ 2 x 8 CE/LING - 2 x 1 \ VAR/E VA S 5PAN5 LESS THAN 16.5' - 2Xlm a 16' O.C.
JOIST PER PLAN PER PLA PROVIpE COLLAR Y1~5 ~ 4'-m' O.C.
~ 2 x 4 ST1J0 WALL ~
CEILIN DETAIL
KrT---~TRAY 112 - l'- o~
oF: 13
;
~
REVISIONS DATE BY
CUSTOM 2/8/07 SRC
QUAN TI TIES
~ ALL CEILlNG JD/SrS AND RAFTER BRAC/NG TOLB~~ E NAND ~ 3 IJOTE.
2 x 6 x 16 BEARlNG WALLS DESIGlJED TO CARRYSUPPORTED 8Y TNICKE ED TERMlNArE AT FOUNDATION AND 8E
SLAB GRADE BEAM OR F0077NG DES/GNED TO CARRY LOAD. 2x8x f0 29
2x8x 12 22 This drawing is not ta be reproduced
or used to contract any building without the written authorizotion of
2x8x 14 23 Fronk Betz Associates, Inc.
2x8x l6 53
2x8x 18 2~
2x8x20 21 i , ~i
2x8x22 9
x 8 x 24 4 ¢ 6 8 10 12 l4 16 1 1 14 l2 f0 8 6 4 2 2 . 5t-fOIAlI ~t ; 0;' ~ ~i N0~'~ . CON~~Nt f ON~~ ~~~M INC~ ~ ~ _
10 x 10 2 2 x 2
4 OUJN~~ UJI~"~ - ; fi fi~0~lp~ ' ~ ~
2 x 10 x 12 ~ 4 6 ~ ~ ~ ' t U55 ~.~~'OUt ~N1~ ; ~i~.
2x ]0x l4 3 6 4 s ro ~2 ra ~s ~a 20 22 20' (2 x~) 20' (2 x i~~'~~~~~IC~~"~1~ ~ , ~ ;~,i
2x lOx 16 5 6 24 6 , ,
6 20 20 20 20 20 ~0 20 1~~51C~N ~'0 ~GCO1~O~~~fi~ ~~~~'fNC~ , ~ ~ , ~ „ 2 6
2 x 10 x 18 2 O 6 2 6 ~ 6 22 UJ~~.~.5 NOt~I~. SI~~MI~' ~0~' ~'~Vl~l~ ~'0 ~ ~ ;
20 18 1 1 12 f0 8 6 6 2x 1Ox20 5 N 6 s 6 : ~ ,
N 22 2~ 6 6 2x 1Ox22 1 ~ ~ 8 20 8 ~~'C~I~`~C~fi ~N~ ~UI~~ I~1C~ O~~f Cf ~ ' ; ~ „~i
2x 1Ox24 5 ~ ~ 20 6 8 ~ r ~ ~ ~ i,. ~ ' / ' ~
6 1 8 2 X 18 ~ , ~ 10 ~ ~
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20 16 18 4 2 x 10 RAFT S~ f6" O.C. i" O.C. 18 0
~ 16 /N VAULTED ASTER 8A7'H 8A 7'H ~ 8 ~
20 18 18 ~ 8' (2 x 10) 4 6 10 12 14 16 J8 20 18 18 / 18
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10
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6
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_ ~ 1~4" _ ~'-0„ - O w
= LEGEND
) $y; CES CK: ~CF
"2x" Joisr, RAFrER, H/P, OR VALLEY ~~p TRUSS DRAWINGS WITH ENGINEERING TO E PRIOR TO fNSPECTION. s~ars,sr~
DOUBLE JOIST
DATE: 2/8/07
BEAM
~-,~,~~x~.~ INrERIOR LOAD BEAR/NG WALL SHEET:
oF:
b~
, , ,
.
,
t ;
` 1
1 , ,
REVISIONS DATE BY
CLAR. 26-49 J- -02 CAS
e l CU51'OM 2/14/m1 SRG ~
~
i
~ NOT~: ,4~.~ OUrt~.~t5 ~ND ~IXtl1R~5 AR~ ~'0
INS~A~.L~D IN LOCATIONS ~~QUIR~D ~Y ~
Cop~. oN~~r ~DDItION~~ D~Sle~p ~IXtu~~6 This drawing is not to he reproduced
ANI~ OUT~.~T~ AR~ SNOI.UN ON D1~AUJINCzS. or used ta contract any building without the written authoritotion of
Frank Betz Associates, Inc.
SMOK~ p~rt~CtOR fN N~IU CON~1RUGrtION
~ARDIUIR~ fi0 A/C CiRCUIrt, INfi~RCONN~Gfi
UJITN OfiN~1~ SMOK~ D~fi~GT0i25 y~ % ' : i
IN N~UJ GONS~RUGT(ON ~ ~ ~ ~ / ~ ~
54'-0" uJi ~Att~RY B~cKu~ f / ~ - ~ ~ i~~ i
12'-2" 18'-2 1 2" i
~ 2; 23'- 7 1 /2" ~ , ~
g~_~i~4~ , ~ / i,,
B~AM POGK~t d// ~ ~ ~ ~ , Y ~ ~ ~f / ' .
MIN. 4' B~AM B~ARINCx / / T~ ~ / ~5 / .
im"U1 X S~ia' D~~P - ------------1 ~ ~ Y O i,. H ~ / ~ i % ~ ' f;=- f ~ ~
~ 'n~ F.. _ y ~ ~ ~ ~ a f~ ~
~ - - FU7URE ~ ~ , ;
i 6, I a;~ Ir---- ~ 32'wx24°h , ~ o BArtI~R00M ~ I BASEM~r~r ~ ,I LA55 X 24°h ' i ~ l; .'sLA55 , „ • i ,i , ~ , .
5~ro ~ ~ ~ PROVIpE SaNITARY ,,~s~r I~ I; ~ ~~ocK wir~pow w~ )OW lU/ II -g3~4 ~ ~ ' ' ~
ROUGI~-IN ~ ~ I~ aR~A u~~l. a U1~Ll. ~ ~ ~ ~ . ~
I ~I i 77PICAL U INI ~ ~ SH D r ,4ND C,4f ~ i / , ~ "PICAL ~ / ~ ~ ' ~ i if ~ „ ; p
- ~ ~ ~I - i , ~ I t~i'/; ~ Q / ~'e~
~ U I ~ r AM OC t ' - ------=~z _ ~ -
- ~ I ~ ~ ~ ~ MfN. " B~~M ~~4R1 ~ - - - - - - _ _ - , ; C =__-___---=1i I
I~,I- , „ ~ ~ MIN.4 B~A EARIN ~ I ~ :A EARINC~~ ~ ~ I~ I N ,
, , ~ 7i , 8 UJX 8 D ~P ~ ~ ~ . 4' ONC. SLAB W 6" X 6" I ~ ' ~ m ,j p~P STEP DOWN FOUND. WAL~.i , i. ~
, ~ ~ S ~o ~o w.w.F o E s Mic. 3-D - i i ~OL . O ~ER 4" G 1/EL 7YP. AS SlrE ALLOW i I /,t . ,~~.~~~J • z~ I ~ ,;i /
~ ~ ~ OPt Of~A~. / ~ ' ~ OPTIONAL. ~ ~ ~ i 6 ~ . /
S7EP DO N UND. WALL I i i ~UtU ~ P C. N i ~ ~UtUR~ AS 1TE ALLOWS I o i i ~ i ~ i 4~ ~i I ' i~ ~ ~ ~ / , .y;
I ~ UJAL ~ ~ U1ALL OtE: ALL I~ ~ \ ~ ~e'` ' , ' II ~ ~ ~ ,
- ~ I ~ EG TAC EN ~ ~ ~ ~ ~ ~ ~ ~ EP L~ I CONT. CO.NC. WALL li I ~ f AS REQ'D. (TY i ~ e;
D X 4-~ X 2~ 7F41CK , ~ ~ GONCRE?E F0~ E ~U/ ~5 BaRS ~ 8' O/G E.lll. AS~M~N~C ~C 8~ C~~I . ~ ~ ~ P. C. ~ ~ . ' ~
iI1 , ~ ~ ~ - ~ ; , ~ ~ ' / , ~j;;'~/~i''
~ I „ ~ ii I P. C. ~ ~ ~ - CONT. CONC. FTG. ~i I A S REQ'D. (1"Y ' i I
I ~ 3 ~
~ ~ ' '3'-2 1 2" 4'-1 " ' ~ ~ , / 1 3 4 12- / , „ i ~ I
I ~ , ~ ~T~1 ~ M I I [,~u+~ ~ _ v ~ . #4 - ~ - - I r _ _ _ ~ 1~. I II ~
~ 0 I I I C~4.. ~ ~ I I II ~ I I ~ II
~ I i ~ ~ ~ ~~=-,Z, - - ~u ~ ~ _ i ~ - - ~ sum ~ i ~ ~ - - - - - - - - ~ - y~! _ _ ' _ I I
>w , ~ ~ p~
, ~ I ~ ~ ~ I ~ o tc~+' , ro I ' . _ I \ ~ - - - - - - - - ~ ~ ~ ~~,4M POCK~t ~
I z°!o sw~rcr~ ~ ~ ~ B~,4M POCKf I I a '~ee~ uE M ~ , I ~ ~ MIN, 4' B~AM IIN, 4' B~AM B~AF2ING I I I ro J
~ ~ ~ ~ ~ T ~ ~ t ~ I ~ i I I I GRAD , e i I ~I~/g D~~P D~~P ~ I ~ i~
I BEAM , 3-4 X 3- X f-8 1~IICK ~ I , I( I ~ AS R Q' . G4N~ 7 FO T~R lU/ ~ BAR ~ ~.W.
~ I ~ I I CTYP. L-J z
i I ~ ~i ~ ~ AS R ' ~ ~ I ~ ~ 4 I I ~ YP. I i i ~ I ~ - i ~ 0 O
~ i s ~ ~ z ~
in I ~ O P 7 1 N A L/ I ~ I \ ~ ~ ~ i ~ I ~M ~ ~ P. C. 4'- 0° ~ 4'- ' X 2'-~" T N I C K ~ ~ ~ ~ ~ FUtU ~ ~ ~ M ~ CONC ;r~ ~O TER U1/ ~5 BARS ~ S~ /~.W. ~ ~
lf~ ~ ~ ~ i ~ r__ L_- 1 ~ ~ NOTE.'GAR o w NOTE.• OROP FOIJNDAT/ON WALL U DER Q N ~ \ GARAGE SLAB 4° FROM MA! /
~ I ~ 3'-4' X 3'-4" X I'-8' TNIGK ~ I ~ ~ ; I FOU FOUNDATION WALLS ~ -
CONCRETEc ~12 W/ "5 BAR9 g 8° O/C E.W. I' I N GC~L. ~ ~ , ~ ~ I j~ r I I I 01 ~ z W
I I I I I ( I I ~ _ 4 I ~ ~ ~ P. c. u I
I , ~ ~ r~ ~ ~ COL ~ ~ ~ k I I P. C. ~ Q i' I In ~ WC I
~ h J ( L_ 1.-_~ 1 G
i ~ ~ u i i i i , ~ ~ ~ i s ~
I ~ ; ; _ J ~ ~I I I ~J II r- i i .i Q
~ ~ i I ~ r BE~M POC ~ i r~ I
~ MIN.4' AM ~ I ~ ~I ~ ~ B~ B~A C~ 3 m ~ I ~ m L _ J
~D°U1 S~a ~ ~ o~ ~ N \ r
~ ~ ~ ~ G I L- P.c. B~AM PO K~ ~ I - - --~I ~ ~I SLOPE
I ~ ~ MIN.4 B~ M~ARING , I SLAB N I
° ~ S~~~X i~ Y' ~ P I' ~ o ~ ~ ~ I' ~ ~ M
~ ' I L____ _ _ _ ' - _ - ~ _ _-J~
N ~ I I
- - - - - - ~ ~ r. - G ~ ~ . ~ GARAGE SLAB ~
i ~ i~ i ~ ~ i i i i z o _ ~
~i i ~ L-- I 4° coN 4" CONC. SLAB W/ 6" X 6" 0 ~ W #f0/10 W. W.F. OVER 6 M/L. ~ ~
~------J I ~ I POLY~a( ~ POLY. OVER 4" GRA~EL (TYP.) ~
I ~ ~ ~ - - - - - - - - - - - - ~ I ~ I- ~ O
PROI/lDE SUPPORT R ~ I PORCH AND STEPS O Q W°~
GRADE AS REQ'D. ~ I ~ U Q ~ O ~ o • ~ Q ~ I
~ ~ ~
N ~ I ~ P,..: e . o ~ Q YN~"~
~ ~ PORCH LEDGE I ~ ~ AS REQUIRED BR/CK LEDGE ~ I LL ~ Q^ \
, ~ AS REQ~D. (T ~ I ~ LL Q ~
. ~ 0 W Y~r
~ ~ I m Q~
~ ~ ~ 1 M Y J cn
~ . I I z o Q o~o
o I I I I ~ ~ I ~
• ~ ---------i I
i
12'-4" 8'-7 1/2" 12'-0 1/2" 10'-6" 10'-6" ~p'-g" BY: JRB CK: ~Ac
33'- 0" 21'-0» A~.~~~'~{ ~untl~l. ~E ~NSIA~LEG !N ACCQRDANCE WiTH TNE 00
54'-0"
~N.DING CODE. DATE; 2 /a / o~
«
: = ~ BASEMENT FOUNDATION PLAN SHEET: ~
- o - z ~i4~~ _ ~~-o„
oF;
lj
, - _ . , ~ , . - - - - - - - ~ _ , , - ~ ~ ~
REVISIONS DATE BY
~ ~ CLAF.26-49 3- -02 CA
' - CUSTOM 2/B/07 SRC
1
?
~ GENERAL FRAMING NOTES . ~ This drawing is not to be reproduced , or used to contract any buildinq
THE FOLLOWING NOTES ARE SUGGESTED MINIMUM REQUIREMENTS ONLY. DUE TO A VARIANCE OF CODES PER REGION, PLEASE REFER AND COMPLY without the wrikten authorization of
WITH ALL YOUR LOCAL CODES. CONSULT WITH IOCAL ENGINEERS FOR ALL STRUCTURAL REQUIREMENTS. ' Fronk Betz Associates, Inc. , ,
1. PROVIDE PURLINS AT MID HEIGHT OF ALL WALLS.
2. ALL JOISTS AND RAFTERS SHAIL 8E ALIGNED OVER STUDS BELOW. 3. ALL HEADERS SHALL BE 2-2x10s WITH 1/2' PLYWOOD FUTCH
PLATE UNLESS OTHERWISE NOTED. 4. FRAMER TO INSTALL DOUBLE FLOOR JOISTS UNDER PARTITION WALL
PARALLEL TO JOIST DIRECTI~N. ' 5. PROVIDE 1x4 CROSS BRIDGING AT MID POINT OF SPAN OR 8'-0" ' / , i : i: / .7 . . ' . : i r'
O.C. MAXIMUM IN ALL FLOORS. ( TSDE CORNERS SHALL BE , 6. AlL EXTERIOR CORNERS INSIDE AND OU I ) ' . ' ~ i 9 i, ~ ~t~',
BRACED WITH 1 2" CDX PLYWOOD. NAILING SCHEDULE SHALL BE 8d COMMONS AT 6~ O.C. AT ALL EDGES AND 8d COMMONS AT 12 O.C. ; j ~ / ,.i. ~ , ~ > J ~ . ~
AT ALL INTERMEDIATE STUDS. (OPTION - APPROVED DIAGONAL CORNER BRACES BOTH OIRECTIONS AT AL~ CORNERS). ' ' , s, . ; , i~ ,
7, ALL COLUMNS OR SOLID FRAMING SHALL EXTEND DOWN THRU ALL LEVELS AND TERMINATE AT THE BASEMENT fL00R AND 8E SUPRORTED ' J ~ ~ ~ / , ,
BY A THICKENED SLAB, GRADE BEAM, OR FOOTING DESIGNED TO CARRY 54~-0~~ LOAD. , ,
8. PROVIDE DOUBLE 2x8 STRONGBACK AT MID SPAN fOR CEILING JOISTS ~ ~i ~ n WIiH SPAN GREATER THAN 10'-0". 1 Z-2 1 S-Z 1 2 ~ 23'-7 1/2" ~ , y~,: ~ , ,
9. PROVIDE COLLAR TIES AT UPPER 1/3 OF VERTICAL DISTANCE BETWEEN RIDGE BOARD AND CEILING JOISTS AT 4-0~ O.C. MAXIMUM. , ~ i; ; / / , ; ~ o ~
70.HIP, VALLEY RAFTERS, AND RIDGE BOARDS SHALL BE ONE "2x" SIZE LARGER THAN RAFTERS. , ~ , ~ ~ ~
11. ROOF OECKING SHALL BE 1/2" CDX PLYWOOD MINIMUM. BRACE WALL 12. WHERE PRE ENGINEERED FLOOR AND ROOF TRUSSES ARE USED, TRUSS AS REQ'
MANUFACTURER MUST PROVIDE SHOP DRAWINGS WHICH BEAR SEAL OF ' " ' ' " ' " ~ I 0 BE PERFORMED. 6-3 3~4 4-11 4-11 3~-~ ~ 2~ 2-4 5-4 REGISTERED ENGWEER IN STATE IN WHICH WORK S T % l, , 5'-4" 6'-6" ~ ~ ~ / , , ;
13. ALL CEIl.IN6 JOISTS AND RAfTER BRACING TO BEAR ON LOAD BEARING - WALLS DESIGNED TO CARRY ~OAD THRU ALL LEVELS AND TERMINATE AT 2 X 6 STU 286;2 ° 2862 ~ : i; :;,y/;
BASEMENT FLOOR AND 8E SUPPORTED BY THICKENED SLAB GRADE BEAM WALL I T . 5062 1XE0 I A ~ 1 . 8 I OR FOOTING DESIGNEO TO CARRY LOAD. ~y . ~I ~ y
14.A11 BASEMENT WALLS, BEAMS, AND COLUMNS TO BE DESIGNEO BY LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAL CODES. I :a: ; I ' I I ~I % /I ~ / ~ ~ ~ , % , ~
Y ~ 15. ALL SOLID FRAMING COLUMNS, BEAMS, ETC., TO BE DE5IGNED B W I I ~ l ~ / ~ ~ ~ / . ~
LOCAL STRUCTURAL ENGINEER AND MEET ALL LOCAI CODES. U N 16.ALL FRAMEO WALL DIMENSIONS ARE BASED ON 2 x 4 STUDS UNLESS _ I ~ E ~ ~ I I I I I ' , , ; ; ' y i
OTHERWISE NOTED. 2' 0" CANTILEUER ~ OF ~J N Q A80VE 42 WALL p N ! ' I I ABV. - . - I . N ; ~ i i i 0 I . : ~ ~ ; a ; i ~i . ~ '
, ~ „o ~2 STORY • N f ~ 2-5 1/2 r N ~ ~ ; 'r ~ . ~ :;i ; % I I ~n ~ '
I I w. P. yi.! /f r ,i / ~ u ~
~ 2862 TW/N ~ ' ~ ~ ? ~ F y, ~ I 2462 rW/N I 2032 TW/N ;y ~ f
~ , " ~ ~ ° ° ~ ~ ~ TEMPI / - ' - r~. , ' TEMPE D!S : / ~ !
~ ~ AS ~ TAR iTER 0 RENCH
W~ \ qooR ~ ~ RENCH ' ' ~ 1. / QOOR ~ 4 ~ 2 s / . e
N GENERAL NOTES \ ~I ~ 11`-s ~ ~ ~ ~ ~i / ~ Q3 ~ 11'-6 1/2~' 4'-9" ' 1/~2 ~ ' i' ,
BED 00 5 r Q ~ ~ M . / 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE ~ 220 i~i~~- ,
NATIONAL STATE AND LOCAL CODES, REGULATIONS, ANQ FHA/VA MPS. 42~ ~ ~ 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE t/ENFED I f ~ ~ QI \ ~ - ~ ' ~ i/,, ~ I 28 V ~ N ~ ,!~'i ~ /
, GAS FP J• TO~ FIXTURE ABOVE ~ W - I S SHALL BE S T D Y B E F O R E B E G I N I N G C O N S T R U C 1 1 0 N, A N Y D I S C R E P A N C E ' REPORTED TO FRANK BETZ ASSOCIATES, INC. FOR JUSTIFICATION r ` t p1 m ~ ~ ~
AND OR CORRECTION BEFORE PROCEEDING +MTH WORK. CONTRACTORS I ~ Z I~ SHACL ASSUME RESPON5161LITY FOR ERRORS THAT ARE NOT REPORTED. cV ~ I r
3.ALL DIMENSIONS SHOULO BE READ OR CALCULATED AND NEVER SCALED. 0 AND MUST r / J BRKFS~ 4. ALL FOOTINGS TO BE BELOW FROST LINE (SEE LOCAL C DE) / / ~ ~BRKFST. ° 28 KIYCH~ ~ ~ sr B
REST ON UNDISNRBED SOII CAPABIE OF HANDLING THE BUIIDING, CONSULT LOCAL ENGINEER FOR PROPER FOOTING AND REINFORCING SIZES. 76" ,X 84 I t N 2` ~ r r..
5. CONTRACTOR SHALL INSURE COMPATIBI~ITY OF THE BUILDING WITH ALL ~ ~n HEAff?TH 8~~ COLUM SITE REQUIREMENTS. ~ SEE SECT/ON DET. COLUMN OLUMN ~
I ST ANY FOUNDATION WALL, REINFORCE \ STOR <; SHEET 6. IF BACKFILL EXCEEDS 4' AGA N ~ INE C~F FLOOR ABOV ° SNEET 5TlON T. AS PER CODE, \ ~ SECTlON T. 9 ~ • ~ 'T 5 ~ "
7. ALL FOUNDATION AND STRUCTURAL MEMBERS SHOULD BE VERIFIED AND STAMPED BY AN ENGINEER W iHE STATE WHERE CONSTRUCTION IS - F 220
1- N 1 X 6 OCCURING DUE TO A WIDE VARIANCE IN LOCAL CODES, SOIL BEARING t-1 ATHER CONDITIONS V FLUSH 8EA ~ FLUSH BEAM ~ CAP 01/ER CONDITIONS, FROST LINE DEPTN, GEOLOGICAL AND WE AS REQ r 42 !GN C 6 ! ~
ETC, THE CONTRACTOR IS RESPONS18LE FOR ADJUSTING AND VERIFYING ~ 2-8 AS REQ' y ET ALL LOCAL CODES p ~ ~ ~ ~ KNEEWALL ALL STRUCTURAL DETAILS AND CONDITIONS TO ME ? ylGNR ~ N DESK _EWALL K.S. Fq EF. ~ OUEN/ :
AND TO INSURE A QUALITY ANO SAFE STRUCTURE. N Z~-O~~ 3-11 1/2 N 5-6 5 SH. CABI r MlCRO. GAS ~ 4' BU/L T PA T Y 42 ^ STUB ~
8. ALL WOOD, CONCRETE, AND STEEL STRUCTURAL MEMBERS SHALL BE OF A 2_8 2_ 2_ I I GOOD GRADE AND QUALITY AND MEET ALL NATIONAL, STATE, AND LOCAL ' Q ~ ; i M ~ 3-0 3-0 ~ z _ .
BUILDING CODES WHERE APPLJCABLE. N W _ - - _ 9. ALL COLUMNS OR SOLID FRAMING SHOULD BE DESIGNED TO CARRN LOADT ~ : ,~-9 C.O. .
AND SH~ULD EXTENO DOWN THRU THE LEVELS BELOW DESDIG EDMTOTCARRY N 0~ ~ BATH ~ ~ ~ ~ ~ THE BASEMENT FLOOR OR AT OTHER BEARING POINT$ O \ ~ ~ ~ I 1. I Z , - - ~ !CE ~ ~ O , j MAKER ~
iHE LOAD. p r p~ > 42,.~ I Q, ( Q.. ~ Q ~ ( N ti ; ~ h N 2- 0 ~ ~ c0 ,q HVAC ~ ~ ~ ~ 42 ~ ~ L/NE ! ~ U}
t~ N I CNAS J ~ ~ ~ ~ ~ ~ ~
~ ~ I ~ \ ~ ~ ~ 1 ~ ~
r 2-8 ti I•-•- z A ~ 1 „ m I 1 ~ \ BEAM AS ERE 'D. - • - • - - ~ DESIGN BEAM O
PDR. ? ~ ~ ~ ~ < BELO ~ 3-9 C.O. \ I \ ~ FOR PO1NT LOAO I ~ ~ ~ LOW VOLTAGE ~ ~ . _
. 8 - 2 - 9 N - - - ~ p ~ ` -
~ ~ ~ ~ ~ ~ I~ N 3 : ~ \ \ CLG, OUTLE T ~ ~ lp ~ ~ ~ FOR GARAGE Q . ~ ~ '
~ 'I , N07E: ALI~ OU~fL~~S ANp FIXTUR~S R~ ~ _ , , / DOOR OPENER Z g ~ - ~
~n ~ ro F~xruR~ ~ - - 1 B~ INSTA~L~D fN I.OC,4~'IONS R~QUII~~p B1' I A80~E o~ I ~ ~ _ ~ ~ o , ~n ~ ~
GOD~. ON~~' ApDITION,4L ~~51R~D FIX7UR~5 N~ ~i . 1 N ~ OROPPE ~ ' ~ ! . Y o m ~ • ~ I j ~ ~ I ~ o , i~
\ ~ I.F ~ BEAM AS AND OUT1.~T5 AR~ SNOUJN ON pR,4UJINC~S. ~ ~ REQ D. I OPEN Q ~ 0 : . ~ivi c oM R ~ , ~ ~ ? ~ k ~F/F 932.68 ~
Q RA,~ ~ i~ ~ F ~ 33. 6 . ~ ~ ~~i i F " F/~ 93~.02 ~ ~ o ~
: I ~J N i ~ ~ ~ k;ri~
SMOK~ D~1~GtOR ~ ~ ~ ~ pLUP161 Li p ~ FLUSH p1~ ' NEa-r pwr~t3i y ~t . ~ (y ~ ~ N E a-r ` ~ ° I;
GONN G~C BEAM AS ~ I~. ~ ~ NARpIUIR~ rt0 A/C CfRCl~lrt, INfi~R ~ ~ , ~~e. ~ REQ'o 3-6 -6 1/~0~ W I ~ i i I
UJITN 07N~R SMOK~ p~7~GTOR~ ° ~ ~
~ kU~~ ~~Z r IN N~W CONS~RI~G~CION - ~ / ~ E
\ I ~ BRACE I I~ ~ ~ I I 1WALL AS ~ ~ W/ BAtt~R1' BACKUP ~v ~ ~ REQD ~ k~ _ ~I i :
2 ST . ~ ~ ~.I / 'S BEAM ASi R D. ~ DESIGN BEAM i U I~~^ ~ I FOR PO/NT LOAD z
~ i D ~ IN R00 ~ 0~ ~ - p
COMBINATION CARBON MONOXID~ / _ . FOYER ~ . D . \ I ~ 0 la ~
SMOK~ D~1~G1'0~ o ~ - ~ 2862 TWI~ W. P. 3 \ ,f ~ W j ~
NARpuJiR~ rto Aic c(RculY, fNrt~RCONN~ct N o I ; ~3 ,~'y` . ~
UJItN OTN~R SMOK~ DET~C~'OR5 ~ ~ ~ ` ~ I ~ ~ ~ °o owrACE i Q.~ Q\ r~ o0 ~ C~ Q = U Q ~
. I - 1 D" TEMP .,S. L. ~p 2862 TW/AI IN N~UJ CON57~UGTION ~ , I, ~ I 1 8 S E G. i Q i ~
l U/ B A~ T~ R Y ~ 3~ 4 C K U P ~rRaNS. ~ t~ / I I ~ i IQ p ~ ~ ~ ~~0 o ~m I ~ o ~
M BO UE M1 P ~ I ~ I = --1- I ° 0 ~ CLG. OUT~ET a ~
I - - z FOR GARAGE ~ I I ~ r Q d' ~ DOOR OPEIVER ~ ~ Q ~
_ - , I OJ ~ ~ BEAM ASi f~ k I0 Q O
I REO D. BR/CK VENEER I TO L7GHr . (TYP.) ~ 0 ~ W W Z~`
• T WING ~ ~ WALL I I ~ . N f~ ~ ' 4 ~ m Q } r I
, ~ ~ ~ ~ ~ O N
. Q
~ I I I I Q ~ ~ ~ r
~ ~ I I I ~I L1.
I I I ~
6'-3 3/4" 4'-3 3/4" 6'-0 1 4" ~
BY: JRB CK; JAG
0 ~ - . ,
~
1'-3 1 1'-3 1 /2" I
6 0 1 2 5 3 ~ 5'-3" 2as2 5'_3~~ ~ 286~_ DATE: 2/8/07
12'-4" 8'-7 1/2" 12'-0 1/2" 10'-6" 10'-6"
33~-0" 21'-0" ~N ~ SHEET:
SQUARE FOOTAGE
• F1RST FLOOR 1463 SQ. T. 54'-0" ` 6UIlDoN~~,~p~~~~~~~
` 1490 SQ. F . ~ • SECOND FLDOR c~oo
~
TOTAL 2953 SQ. T. _
~ - ~~~c,t nn~ a~ ~~i ~
F- i i I~v i 1 4-- v
ry , = O II ~ I II
= Z I - ' SCJ ~
oF: 7 3
~
~.~_T »_T ~ _ ~ - - - - - - , - - ~ .
- REVISIONS DATE BY
CUSTOM /14/(~ 5R
' ~
~ s ~
1 ~ ~ • . r'f^4
I ~~.~r i!EC~
` ST
~ N~ ~ j This drawfng is not to be, reproduced i'~~
t or used to contrgct any building without the written authorizotion of
' Fronk Betz Associotes, Inc. ~~~n~~
i
N C~ I C,4 C~ ~ I\ 54 0
r5 ,~N ~ i xr~~ ~ ~R~ ro Nor~: ou7~.~ p ~
~E IN5T,4L~~D IN LOCA710N5 R~QI~IRED ~1' i2'-a" ~e~-2 ~/2° ' z: ' 23'-7 1 /2" ~ r~, i
CO . ON ADDItIONA~ D~~IR~D ~IXl'UR~S p ~ , i/
ON RAUJINC~S. 2-s i/2 i 5'-5 ~ 2" ANq OU7LET5 AR~ SNOUJN D / NOrE ALL CE/L/NG JOISTS AND RAFTER BRAClNG TO BEAR N LOAD lV ~ BEARlNG WALLS DESIGNED TO CARRY LOAD rHRU ALL LE~E AND y 5 i
~ CRlTlCAL : SEE ~ ~ ~ ~ TERM/NATE AT FOUNDA770N AND BE SUPPORTED BY TN/CKE ED ~ i, - SLAB GRADE BEAM OR FOOT/NG DESIGNED TO CARRY LOAD. ? , ~
6-3 3/4 SECTION FOR 4-11 4-11 3~-0 1/ 4-0 WALL NElGNT 7," ~ ~ , ~ ; ~ ~ ; ~ ;
r'JMOK~ D~~I-C~COR 5056 FIXED BRACE WALL . ~ ~ ~ , , ~ ~ ~ , ~ ~ ~ :
p ABOVE~ 14'-1 "AS REtq' 2X6SR1D W NARbIUIR~ 70 AIC CIRCUIT, INtERCONN~CT ~ I yoR. Hr P I I ' ~ F~.,: . /i . ~ / . ~ ~ ~ ;
UJITI~ OTI~~R SMOKE D~T~CTORS ~ . ~ ~ I .
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BY: ?Re CK: JAG
54'-0"
DATE: ; 2/s/o7
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