HomeMy WebLinkAbout16x16 Deck 2010 Field Inspection Notice
Town of Montville
Building Department
Address: 132 Polly's Lane
Job Description: Deck
Permit Number(s) B2010-0105
Permit Date: December 31,2010
INSPECTION Date: Not Approved Approval
Deficiencies Special Date
Conditions
9 Piers •
• 7/5/10 DJ
Final inspection for 8/19/10 W • Handrail Required One Side of Stair
certificate of • 36"Landing Required At Bottom of Stair •
occupancy •
NOTICE: Before a certificate of occupancy can be issued, a C/O signoff sheet must be completed and
returned to the building department. Signoff sheets are available in the building department.
Rev.Date: 1/18/06
Page 1 of 1
TOWN OF MONTVILLE
Building Department
310 NORWICH-NEW LONDON TURNPIKE
UNCASVILLE, CT 06382-2599
TEL. (860) 848-3030 X382 FAX. (860) 848-7231
BUILDING PERMIT
Permit Number: B2010-0240 Date: 07-Jul-10 Map/Lot: 102/044-000 Owner ID: 5647000
Project Location: 132 POLLYS LANE Unit:
Job Description: Deck
Owner Nam Michael D.and Nicole C.English Tenant Name N/A
Careof:
132 Pollys Lane
Uncasville CT 06382- Telephone: (860)848-8695
Contractor Nam Home Owners Telephone:
DBA: Lic/Reg Type
Lic/Reg No 0
Exp Date:
Construction Value Permit Fees Construction Information
Building Value: $850.00 Building Fee: $22.00 Use Group: IRC
Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code
Mechanical Valu $0.00 Mechanical Fee 50.00
Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type IRC
Total Value: $850.00 Penalty Fee: $0.00 Permit Code: R10
C of 0 Fee: $0.00 Comment
Plan Review Fe S2.20
State Ed Fee: $0.41
Total Fee Paid: $24.61
It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance:
Field set of approved construction documents shall be available onsite during all inspections.
BUILDING PERMIT INSPECTIONS PLUMBING.MECHANICAL.ELECTRICAL PERMIT INSPECTIONS
❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test
• Deck Piers
❑ R Electrical
❑ Backfill-Footing drains and waterproofing ❑ Elec Trench-with conduit installed
Cl Concrete Slab-Prior to pouring concrete ❑ Pool Bonding
❑ Anchor Bolts-with sill plate and prior to floor framin Cl Electrical Service CRS No: 0
Framing ❑ R HVAC
❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test
❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION
❑ Insulation
❑ Certificate of Approval
❑� Certificate of Occupancy
Building Official's Approval:
Town of Montville
Building Department
310 Norwich-New London Tpke.
Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231
RESIDENTIAL PERMIT APPLICATION FORM Permit No.: l D1D"-natio
Type of Work Occupancy Type Permit T e
0 New Constructioningle Family Building
"Addition 0 Two-Family Plumbing
CI Alteration 0 Townhouse
0 Mechanical
0 Accessory Structure 0 Electrical CRS#: //e-
(Number)
J
Property Address: /-3 Polly s lAtn.c Pvt us v)Il i/°t;
(Number) lII J (Street) k '4 (Unit)
Job Description: d' N Ie - h itI '�
Owner: I ((held 4/V I (O(e Ell I t h
Address: )La Co ((i y S f`G(VL e-
City: U h( V 1'lIle_ State: e.---r—Zip Code: 6(03 ,2---- Telephone(e LQ O ) _Fos
Applicant: M0Am/ +- Ail'Cote EA3 (I S ii
DBA: P0(1\1
�l1
Address: `f 3 G PO(1\1 Laxe
City: u✓I( V, / le State: C i Zip Code: 0(°38 c Telephone( () ) 0'7 - S
Contractors - Complete the Following:
License Type: License No.: Expiration Date:
I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town
of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a
permit for such work as described above.
0 By checking this box, I will follow the requirements of the zp05 NEC as the alternative compliance per section E3301.2.1 of the Residential Code,
instead of the electrical requirements in ch-. 33 thr. "g 42 of the Residential Code.
Owner/Agent Signature: i`' Dat & �'�j w
Date:
Construction Value ' Permit Fees
Building Value: g5t .0L}
Building Fee: 00_00
Plumbing Value: Plumbing Fee:
Mechanical Value: Mechanical Fee:
Electrical Value: Electrical Fee:
Total Value: Penalty Fee:
C of 0 Fee:
Plan Review Fee: , -D O
State Ed Fee: `i I
Total Fee: 04, (pi
Revised August 23,2W7
Town of Montville
Building Department
File Receipt
Date: 23-Jun-10
Receipt No: 5534
Received From: Nicole English
Job Address: 132 Pollys Lane
Fees Collected State Educational Training Fee
Cash: $0.00
Cash: $0.00
Check/Card $24.61 Check/Card
Check No: 2478 $0.41
Short/Over: $0.00
Construction Value:
$0.00
Demolition Value:
$0.00
Received By Carmen Kneeland
w t ►n . - 1(11/10.4j
Town of Montville
Building Department
File Receipt
Date: 19-Jun-09
Receipt No: 4629
Received From: Nicole English
Job Address: 132 Pollys Lane
Fees Collected State Educational Training Fee
Cash: $0.00
Cash: $0.00
Check: $108.64
Check: $1.84
Check No: 2288
Short/Over: $0.00
Construction Value: $10,240.00
Demolition Value:
$0.00
Received By Carmen Roberts (C,�
11YL4r1
Address:
ITEM QTY $/UNIT TOTAL
Building Plumbing Mechanical Electrical
BUILDING AREA
New Construction SF $ 113.03 $ - $
Basement,Finished SF $ 22.96 $ - $ _
Basement,Unfinished SF $ 12.40 $ - $ _
Crawl Sapce SF $ 9.30 $ -
Interior Renovations SF $ 35.09 $ - $ - $
MANUFACTURED HOMES
Ground Anchors SF $ 6.45 $ - $ - $ _
Basement SF $ 12.41 $ - $ - $
Crawl Space SF $ 9.31 $ - $ - $ -
AMENITIES
Kitchen EA $ $ $
Full Bathroom EA $ $ -
Half-Bathroom EA $ $
GARAGE
Attached SF $ 54.35 $ - $
Detached SF $ 69.53 $ - $ -
Under SF $ 10.03 $ - $
Carport SF $ 19.89 $-
- -
MECHANICAL
Warm-Air n Y/N -
Hot Water n Y/N $ - •
Electric n Y/N $ _
Air Conditioning n Y/N $ - $
ELECTRICAL SERVICE
Upgrade Amps $
Overhead,new Amps $
Underground,new Amps
Subpanel EA $ 599.50 $
Gen Set EA $ 3,850.00 $ -
SOLID FUEL BURNING APPLIANCES
Prefab Metal Fireplace EA $ 6,497.70 $ -
Masonry w/lfireplace EA $ 7,096.65 $ -
Masonry w/2 fireplaces EA $ 11,095.70 $ -
Wood Stove,free standing EA $ 2,692.25 $ -
Wood stove insert EA $ 1,859.77 $ -
DECKS,PORCHES,SUNROOMS
Deck 256 SF $ 40.00 $ 10,240.00
Porch SF $ 149.38 $ -
Sunroom SF $ 176.90 $ - $ -
POOLS&HOT TUBS
Hot Tub EA $ 8,016.25 $ - $
Inground Pool EA $ 21,373.44 $ - $ -
Above Ground Round EA $ 6,100.00 $ - $ -
Above Ground Oval EA $ 6,019.75 $ - $ _
Pool Heater EA $ 8,984.25 $ -
Inflatable Type Pool EA $ 1,550.00 $ -
SHEDS
w/o electrical SF $ 22.00 $ -
w/electrical SF $ 20.35 $ - $
RENOVATIONS
Roofing,Overlay SF $ 3.00 $ -
Roofing,Strip&reroof SF $ 4.00 $ -
Roof Sheathing SF $ 1 31 $ -
Siding SF $ 4.50 $ -
Windows EA $ 600.00 $ -
Skylights EA $ 1,051.10 $ -
Doors,Exterior EA $ 625.00 $ -
Oil Tank,275 Gallon EA $
Oil Tank,550 Gallon EA $
MISCELLANEOUS CALCULATIONS
TOTALS $ 10,240.00 $ - 5 - $ -
PERMIT FEE CALCULATIONS
CP
Construction Value Fee aa
Building $ 10,240.00 $ 88.00 00
Plumbing
y $ $ _
Mechanical y $ - $
Electrical y $ - $ v
Working before Permit Issuance $
Certificate of Occupancy Fee $ 10.00 10 .00
Plan Review Fee $ 8.80 11-00
v` \\
State Education Fee $ 1 84 \
D.a5
TOTALS $ 10,240.00 $ 108.64
t33.a� ��
Figures are based on the 2006 RS Means Residential Cost Data
,"1-4..0 State of Connecticut
r x,LI .,
r Workers' Compensation Commission ;): 7A
a,
:�"� IF � Please TYPE or PRINT IN INK
Proof of Workers' Compensation Coverage when Applying
for a Building Permit for the Sole Proprietor or Property Owner
who WILL NOT act as General Contractor or Principal Employer
APPLICANT FOR BUILDING PERMIT
Name of Applicant for Building Permit ! " I ` 0 Ie Ertii Iisk
Property located at I D10I` ys' Loe
in the City/Town of Lin( I Ile( CT-
,
ATTEST
If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named
property and you WILL NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage.
CHECK ONE(1)BOX ONLY and complete the following:
*I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer.
/ I
Signature of OWNER Applicant ( ___
.1., _,
❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer.
Name of Business
Federal Employer ID#(FEIN)
Signature of SOLE PROPRIETOR Applicant
Town of Montville
Building Department
CONSTRUCTION PERMIT APPROVAL
Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained.
132 I)o (Ifç tut Ltvvitbil I le-
Property Address
4,�(
Job Description
Required
Approval Department Permit Issuance Approval
111 Tax Collector \ \1.6
Comments: Signature/date
Planning & Zoning , , � -73 lC'
Signature/date
Comments: '� ` �� - C, e,/'-C7 _ i
Fire Marshal ���/� I( U
Comments: S /14j Signature/date
1111 Health Department' AF 2-y �'S1- �/
r (07.2-3//6Required for all permits excep ids o Plumfaing,k rical,Mechanical,Roofing,Siding,Windows&Doors
Comments: 12– — C_,^�-c, Signature/date
❑ WPCA, Administrative (49 � 31 l
Required for properties on sewer
Comments: Signature/date
❑ WPCA, Operations
When Required by WPCA Signature/date
Comments:
❑ Department of Public Works
Required when project includes driveway work or certain drainage requirements
Signature/date
Comments:
❑ State Dept. of Transportation
Required for Structures over 100,000 sq.ft.or with more than 200 parking spaces-Official copy of STC Certificate of Operation required-per
CGS 14-311
Signature/date
Building Department Review Complete
Signature/date
RevisedMarch/9 2010
I
Town of Montville
Building Department
Plan Review Form
Date:
Qd.
Job Address: /3,2 0UC c. /.....5
A/AN/L
Job Description: � x/(... ` C K._
Your permit application is being rejected for the items checked off or commented on. The required information must submi f for review(two sets .re required)
(C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor'.. it meant to take the . .ce of the State
Building Code.
- SUPPORTING DOCUMENTATION CONS 'UCTION DOCU I S /
Permit application not completed Plans required
Permit fee due S Proposed buildin• or addition exceeds 5,1%I square feet, plans must
Permit fee to be calculated stamped and s': . by a Connecticut -:'stered Architect or Profess',..1
Construction values required for each trade in order to calculate the permit fee Engineer
Worker's comp.affidavit or worker's comp.certificate to be submitted Construe..n documents are req ' • to be shall be sealed by a • licensed
Copy of contractor's registration or license required Archi or Professional Engin- 06.1.4)
..e"-i, Copy of Major contractor Registration Required M : of egress plan required .esignating the number of. .pants on every
ij r •nstruction permit sign-off sheet required with appropriate approvals,it shall t•'•r and all rooms and sp travel distances, and d.. , stair, ramp size
%% be the applicant's responsibility to obtain the -.wired si• atures calculations(106.1.2)
Affidavit required from the bolder of the registration or license authorizing you Architectural plans • •
to apply for a permit with their information Structural plans • .
Provide supporting documentation to show compliance with the 2003 IECC Mechanical pla.. -.uired
(www.energvcodes,eov) Electrical pla. required
Two sets of construction documents required, this includes all engineering Plumbing p:ns required
data,calculations and all other documentation(R106.1) Fire pro• tion plans required
Documents are copyright protected,provide original plans or a letter from the Use: • upancy classification no ..icated on the construction documents
designer authorizing the duplication of the plans P. de calculations for the mix..separated uses(302.3.2)
Field set of the approved construction documents are required to be picke. p • ight&area calculations • ired
from our office and must be available on site during all inspections Ventilation calculations ired to be submitted
—
Construction documents shall be of sufficient clarity to indicate the .-.tion, More detailed plans . red addressing accessibility
nature and extent of the work proposed as per section R106.1.1 Soils report not sub.... .(1802.6)
Construction documents do not match the orientation of the s. ture on the Statement of.. '.:1 inspections required(1704),available online at www.ct-
site plan
sec.org
Plumbing calculations required
STRUCTURAL DESIGN Construe; n type not identified
Submit supporting data to show conformance with e wind limitations (3 Group .: sification not identified
second gust(a)115 mph) Fire--.istance design must be documented by an approved source,
Documents required to be stamped and signed by CT registered Profession. B ding trap location&detail,not provided or insufficient
Engineer
Construction documents do not match the eng•.eering data submitted SITE PLAN
Ground snow load(P,)for Montville is 30.. No plans submitted or insufficient information
MCE Spectral accelerations for Montvill .re; Plans do not match the building plans
S.=0.255 Finish floor elevation not indicated
Si=0.078 Distance from the property line(s)to the structure not identified
Proposed structure or addition xceeds the "threshold units" and an Structure dimensions not provided
independent structural enginee• .:consultant review and a ees for such s • Existing and proposed contours are not provided or insufficient
be paid by the of the buildin: .'act 106.1.5.1 Footing drain discharge not identified
Design loads not indicated . &dead)
c
FOUNDATION • Utilities not provided(electrical,phone,cable,sewer,water,gas)
Delineation of flood hazard areas and design flood elevation is required per
section R106 13
No plans submitted. insufficient information Private sewage disposal system to be identified along with all technical and soil
Dimensions req ' i , data as per section RI06.2.1
Wall thickness •t identifiedIli V Grading is to slope away from the building,provide more detailed information
Footing size..t identified V Plan submitted is not the same plan that has been approved by the Zoning
Frost pro-•.on not identified or is'. :.tient r Department and/or Health Department
Column... ,size,spacing not idenes red or insufficient Retaining wall-construction documents required
Wate ..fmg details not provided.r insufficient r
Pier••. ,size and anchor details .. Retaininggite wall documents s reEngineer to be stamped and signed by a Connecticut
provided or irnsyS nt Registered Professional Engineer
._..-red foundation plan . A —
• ..wl space ventilation,1...:.on,type' s'•. .r t4,.vided or insufficient
ravel space access,locati•.and size no\... .r insufficient
�r
W
W
Revised May 4,2007
Town of Montville
Building Department
ts:
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•
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wed by.
Vernon D.Vesey II David M Jensen
Charles Corell
Building Official Deputy Building Official
Building Inspector
4,7V7
Town of Montville
' Building Department
310 Norwich-New London Tpke.
Tel.848-3030,Ext 382 Uncasville,CT 06382
Fax. 848-7231
Residential Building Permit Application Form
Permit#
❑ New Construction ,dation 0 Alteration []Accessory Structure
,Single Family [] 'Two-Family 0 'Townhouse
Job Address I?02 PO I ki S 6 n_-
(Number) (Street)
(Unit)
Job Description add a (ie 61(-- ( I 4 X l io)
Owner m;0 + Ail (de Erl IIS Y I Mailing Address 13 �' P6 IlS /ave_
CityC�S�1��1� J
IAState CT- Zip 01938a- Tel ° /gT g/ 01#95
Contractor S_I t'- Mailing Address
City State Zip Tel / /
Contractor's License/Registration Type&Number Exp.Date / /
I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the
State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee
and that I am authorized to make application for a permit for such work as described above.
Separate applications are re re i for ;lec; •al, ,, i ing,mechanical, etc.
Owner/Agent Signature Date 6 / (:', / . 11
1
Construction Value Fee
Building $ $
Plumbing $ $
Mechanical $ $
Electrical $ $
Certificate of Occupancy $
Plan Review Fee $
State Education $
Total $ $
(See 4-verse side for additional requirements)
RcviserfSeptem6er9,2004
STATE OF CONNECTICUT
WORKERS' COMPENSATION COMMISSION
Building Permit Affidavit for Property Owners or Sole Proprietors
(Conn. Gen. Stat. § 31-286b)
Property located at: I PO La h e
In the town of Un asSv
Name of building permit applicant: MI Ke- 4 N I (ole &Vl JiSti
Please check one:
1. )( I am the owner of the above property.
2. I am the sole proprietor of a business.
2A. Name of business:
2B. Federal Employer Identification Number(FEIN)
Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or
principal employer" may provide either a certificate of workers' compensation insurance or a "sworn
affidavit...stating that he will require proof of workers' compensation insurance for all those employed on the
job site in accordance with this chapter."
Please check one:
1. I do not intend to act as a general contractor or principal employer.
[Sign and stop here]
Signature of applicant
2. I intend to act as a general contractor or principal employer. Applicant must either provide a
certificate of workers' compensation insurance or sign the affidavit below.
----------------- -----
Affidavit
I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor,
subcontractor, or other worker before he/she engages in work on the above property in accordance with the
Workers' Compensation Act (Chapter 568).
I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect
to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor
of a business is not required to have coverage unless he files his intent to accept coverage.
Signature of applicant
Subscribed and sworn to before me this day of , 200 .
(Notary Public/Commissioner of the Superior Court)
Town of Montville
Building Department
848-3030, Ext 382
CONSTRUCTION PERMIT APPROVAL
tiktcei8vi7k
Property Address
/le a1 deck--
Job Description
The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will
be issued until all of the required signatures have been obtained.
Required
Approval Department Permit Issuance Approval
— ® Tax Collector cn (o\ lc9
`mature; &l
-- � WPCA k.9 to
`iinnatuty <1��t.
Planning&Zoning etac,
/�
S',,_1aturci daic'
EL Health Department
Signature/date
El Department of Public Works
Signature/date
❑ State Dept. of Transportation
S 1' or /date
Fire Marshal LI(L61)(d
&1 L� �"%� uh c .te 48ICJCt
Comments/Conditions:
•
4lvisedSeptember 9,2004
Uniformly Loaded Floor Beamf 2006 International Building Code(05 NDS) )Ver: 7.01.14
By: Vernon Vesey II , Town of Montville Building Dept on: 06-24-2009 : 3:35:15 PM
Project: -Location:
Summary:
1.5 .5 IN x 6.O FT /#2- 'ix-. Southe Pine- Dry Use
Section Inadequate By: 9.8% Controlling F.- .r: Section Modulus/Depth Required 5.76 In
Defl-. '.ns:
Sea. .... DLD= 0.04 IN
Live Load: LLD= 0.14 IN = U514
Total Load: TLD= 0.18 IN = U407
Reactions (Each End):
Live Load: LL-Rxn= 840 LB
Dead Load: DL-Rxn= 221 LB
Total Load: TL-Rxn= 1061 LB
Bearing Length Required (Beam only, support capacity not checked): BL= 0.63 IN
Beam Data:
4Span: L= 6.0 FT
Unbraced Length-Top of Beam: Lu= 0.0 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loading:
Floor Live Load-Side One: LL1= 40.0 PSF
Floor Dead Load-Side One: DL1= 10.0 PSF
—#Tributary Width-Side One: TW1= 3.5 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 10.0 PSF
—4.-Tributary Width-Side Two: TW2= 3.5 FT
Live Load Duration Factor: Cd= 1.00
Wall Load: WALL= 0 PLF
Beam Loading:
Beam Total Live Load: wL= 280 PLF
Beam Self Weight: BSW= 4 PLF
Beam Total Dead Load: wD= 74 PLF
Total Maximum Load: wT= 354 PLF
Properties For: #2-Mixed Southern Pine
Bending Stress: Fb= 875 PS
Shear Stress: Fv= 175 PS
Modulus of Elasticity: E= 1400000 PS
Adjusted Modulus of Elasticity: E-Min= 510000 PS
Stress Perpendicular to Grain: Fc_perp= 565 PS
Adjusted Properties
Fb'(Tension): Fb'= 1150 PS
Adjustment Factors: Cd=1.00 CF=1.31
Fv': Fv'= 175 PS
Adjustment Factors: Cd=1.00
Design Requirements:
Controlling Moment: M= 1591 FT-LB
3.0 ft from left support
Critical moment created by combining all dead and live loads.
Controlling Shear: V= 912 LB
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 16.61 N3
FAILED S= 15.13 N3
Area (Shear): Areq= 7.82 N2
A= 16.50 N2
Moment of Inertia (Deflection): Ireq= 29.16 N4
1= 41.59 N4
ne dome Depot#6234
1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382
(860) 848-9217
Tue Jun 22 17:27:12 2010
The materials for this project will cost$2014.59
MICHAEL ENGLISH
DECKI
235499 RECEIVED
Deck Layout
JUN 2 3 2010
BUILDING DEPT
Town of Montville
Plans Approved for Construction
Approval shall not be construed
as a permit for,or approval of,
any violation of the provisions
of the Connecticut BtAIng Code
Q Field Cop ile Copy
A A
Ihe Home Depot#6234
1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382
(860) 848-9217
Tue Jun 22 17:27:12 2010
The materials for this project will cost$2014.59
MICHAEL ENGLISH
DECKI
235499
Post Layout for Deck 1
•
co
16' i 16'
4 ' 10"
• • 14 ' 10"
1111
8'
1' 2"
i ® 1' 2"
BasePoint - - - - - - - - - - - - - - - - - - - -
i
- ~o w
ne dome Depot#6234
1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382
(860) 848-9217
Tue Jun 22 17:27:12 2010
The materials for this project will cost$2014.59
MICHAEL ENGLISH
DECKI
235499
Deck Dimensions for Deck 1
20' —
U
111
H
N
1-'
I 0
Deck 1'
20'-
Joist Spacing = 16 in. o.c.
Baluster Spacing = 3 3/4"
Toe Spacing = 3 3/4"
Railing Height = 36"
The Home Depot#6234
1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382
(860)848-9217
Tue Jun 22 17:27:18 2010
MICHAEL ENGLISH
DECKI
235499
Construction Specifications
deck 1:
Construction Method = Beam to Side of Post
Footing Type = Pier In-Ground
Live Load =40
Dead Load = 10
Decking Spacing =0 1/4"
Joist Spacing = 16"
Beam Spacing = 108"
Post Spacing = 84"
Decking = 514X6 Treated Southern Pine No. 2
Beams=2X10 Treated Southern Pine No. 2
Joists =2X10 Treated Southern Pine No. 2
Posts =4X4 Treated Southern Pine No. 2
Deck Height =28"
Diagonal Bracing =Yes
Deck Skirt= No
Joist Overhang = 12"
Beam Overhang = 12"
Decking Deflection Factor= 360
Joist Deflection Factor= 360
Beam Deflection Factor= 360
Pref Decking Size= ML5/4x6x12
Pref Joist Size= none
Pref Beam Size= none
Pref Post Size= none
Diag Brace Height 1 =24" in
Diag Brace Height 2 =24" in
Stair 1:
Step Width =48"
Step Height=21"
Step Rise = 7"
Step Run = 11"
Stringers = 2X12 Treated Southern Pine No. 2
Risers =2X6 Treated Southern Pine No. 1
Treads =514X6 Treated Southern Pine No. 2
Railing 4:
Railing Height= 36"
Baluster Spacing = 3 3/4"
Railing 5:
Railing Height=36"
Baluster Spacing = 3 3/4"
Railing 1:
Railing Height=36"
Baluster Spacing =3 3/4"
• Railing'2:
Railing Height=36"
Baluster Spacing =3 3/4"
Railing 3:
Railing Height= 36"
Baluster Spacing =3 3/4"
epot , ..gFp.
1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382
(860)848-9217
Tue Jun 22 17:27:12 2010
The materials for this project will cost$2014.59
MICHAEL ENGLISH
DECKI
235499
3D View
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, The Home Depot#6234
1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382
(860) 848-9217
6/22/2010
MICHAEL ENGLISH
DECKI
235499
Materials for Deck:
Qty UOM SKU Use Description
57 EA 302477 Balusters 2X2-8 PT#1 WEATHERSHIELD
6 EA 255957 Beam 2X10-16 #2 WEATHERSHIELD
42 EA 159091 Decking 5/4X6-16 PT PREM-WEATHERSHIELD
7 EA 255278 H Top Rail 2X6-8 PT#1 WEATHERSHIELD
22 EA 255709 Joist 2X10-10#2 WEATHERSHIELD
1 EA 256276 Post 4X4-8#2 PT
1 EA 257974 Post 4X4-10 #2 PT
7 EA 256276 Railing Post 4X4-8#2 PT
3 EA 155465 Rim Joist 2X10-8 #2 WEATHERSHIELD
5 EA 255709 Rim Joist 2X10-10#2 WEATHERSHIELD
1 EA 255988 Stair Stringer 2X12-10#2 WEATHERSHIELD
1 EA 430269 Stair Stringer STEP TREAD -2X12-481N. PT
3 EA 168768 Step Tread 5/4X6-8 PT PREM-WEATHERSHIELD
7 EA 255278 Vert Top Rail 2X6-8 PT#1 WEATHERSHIELD
Standard Deck Materials
9 EA 209715 4x4 Post Foot Brkt PB44Z 4X4 POST BASE Z-MAX
18 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8
18 EA 538892 Beam Nut HEX NUT GALV 1/2
18 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2
27 EA 169765 Conc Pier In-Gnd 80LB. QUIKRETE CONCRETE MIX
3 EA 258132 DiagBrac Joist 4X4-12#2 PT
1 EA 192708 DiagBrac Joist Nail 16D 3-1/2" HOT GALV COMMON 5 LB
3 EA 439398 Flashing DECK LEDGER FLASHING WHT GALV 8FT
1 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB
16 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2
16 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6
26 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8
26 EA 538892 Rail Post-Nut HEX NUT GALV 1/2
26 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2
4 EA 208413 Stair Hanger LSU26Z 2X6 ADJUSTABLE HANGER Z-MAX
Decking: Default
1 EA 222686 Deck Screws SMB DECKMATE SCREW, TAN, 3 IN, 25LB
The total cost of in stock materials is $2014.59 plus tax.
This estimate was created on 6/22/2010 and is valid for 3 business days.
Parameters from UBC.cod parameter file.
Parameters used for Deck 1: 40 psf live load, 48 inch footing depth.
WARNING:
THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL
CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE
FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS
DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING
INSPECTOR.
THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM.
ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE
REASONABLE AND ACCURATE.
6 Pratt & Whitney
P&W F-3825 REV.07/00
A United Technologies Company
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