Loading...
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: a)d/c/c6X-S (arYsiP.) %A.)TC/C.- ele-„ylve 60E,t_ . 1 ) l J� F64(I )/5H �7A if , '7)9-i4 - /t/SP 2ury /vr7S/0JG 1 /tit N/S/f Of}7,9 ,CD/1_ ,S77-47) �",ro S t sS�r /1. T ci T,c/- 570/4 ci ti /U O ,els /fir/ti C/ • I i � I I I 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 1_ f ` • s '. — :-'H:‘]:, .-. , • .]I I , ,- 'j 1111 .i, j H J.,..., ' � I ' � rr��rr:rr : ii�FtJ^r r�rrrr �� I' i :�flf'L. f . If I/ s!'i' Y , 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 MODEL TITLE BY FILE _ DATE JOB PAGE OF 3 az / : J]' No .-=-_:_-=-,* -r.1 cl: k. I.. -::---10. 1.1:11 � 'II 411P I lE c%.,‘\ ' ' 1 • ' I ---T • N _ oR J c r' 1 pq O H 3 ' i - I . klii 1 . :.... It . jv Li,: _ ! - ��a. i `t= __ — I C E I i ' 111.8 � .. i I : CL CD . % '21 N, t� N4--�11 M c1 cr 8' `_ V1 t v N^ —1- M . t v, 1 toN • z -...,S- ,9- 3 5 E v v +h S'v - `rt ` 3 a o ` C� t� k C \� ,, tij k � kr 2 n V Z ES at- \� s ` � Qh� x ill n H 1 j j m v-. Q h h `Y Q ro- Pratt & Whitney P&W F-3825 REV.07/00 _ A United Technologies Company MODEL TITLE BY FILE DATE JOB PAGE OF i3 C �a lY 8 3 a t � L, S g\c‘ NI. i ili 1 k e .. • q, , , •..., . iiP r ' : ' . Ni . C ogf, J e z t•82 8iO illED E — --- 1/46 Etit I i t --.�, ,t � II k t ' 1 0 V I � • illb .. Itj Ii _E ! _ IL s ........._...o .. c I I' { F. 2 _ --- --- -� 1 V v .-1 -4- IN c J da v H ---V% .' _ ..jam C o, 3' , , • -vcjH fm S -- ` 3 Usoy s.3y i � � e84 4 v ice. \tik , �n 0 4\.....° Q H �� � .°. M v� S 'nom W o Q \ E. 3 o ='° _ \o li `ate �� s Q7 �e - -`a• �.11"---... W z s 4h � x k z g `� II it i, i) Cr • ,, n( h __ �. 3 EH V ' VLH v4 bl0LtZ � - 1 �C�o4-