Loading...
HomeMy WebLinkAbout12x20 Deck 2002 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 860-848-3030, Ex.t 82 Building Permit Permit Number: B2002-154 Permit Date: 17-Apr-02 Permit Code R10 Job Location: 55 PARK AVENUE EXTENSION UNIT: - MAP/LOT: 096/034-000 Job Description: Deck Owner Contractor ROBERT L JR+ LINDA D DANTZLER Robert Dantzler 55 Park Avenue Extension 55 PARK AVE EXT Unit: - Uncasville,Ct.06382 UNCASVILLE CT 06382 Telephone: 840-0779 Lic/Reg Type: Use Group R4 Lic/Reg Number: 0 Code 1995 CABO Exp Date: Construction Type 5B Construction Values Permit Fees Building Value: $8,400.00 Building Fee: $52.00 Plumbing Value: $0.00 Plumbing Fee: $0.00 Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Other Value: $0.00 Other Fee: $0.00 Total Value: $8,400.00 C/O Fee: $10.00 Comments: Plan Review Fee: $5.20 State Ed Fee: $1.34 Total Fees: $68.54 ;t is the owners responsibility to schedule the following reauired inspections(minimum 48 hours notice reauested). 0 Footing-Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab-Prior to pouring ❑ Fireplace Final ❑ Rough Framing ❑ Chimney-One flue above thimble ❑ Rough Electrical ❑ Firestopping/draftstopping ❑ Electrical Service ❑ Insulation ❑ Rough Plumbing and Leak Test ❑ Final Inspection ❑ Gas Piping and Pressure Test MI Cert' - eo• •:• -Prior to use or occupancy Building Official's Signature: ` = Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 82 Fax. 860-848-7231 April 9, 2002 Robert & Linda Dantzler 55 Park Avenue Extension Uncasville, CT 06382 RE: Deck We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following /I7 ason(s): . Construction permit sign-off sheet not submitted with approvals Fee due $68.54 We will keep all documents received to date on file and renew your application when you have furnished all the required data. Thank you, eph J. Summers Asst. Building Official Cc: File a Town of Montville Building Department Permit# 310 Norwich-New London Tpke. Tel. 848-3030,Ext 82 Uncasville, CT 06382 Fax. 848-7231 One & Two Family Building Permit Application Form ❑ New Construction ❑Addition ❑Alteration ❑Accessory Structure VOtfier /1 p Job Location C.C. T 4 /9U/ EYT Ge/O CCA 5 l�� �% d 6 3 '� Job Description/Materials 64/LI /f.!- ---CLI W0 GIGO�G�/� Owner f-Chhec-- 116,e-drA24,172Z Mailing Address .`j5—/9"--k- Alue- City e e4..5✓t//e. State Cr Zip O '3Ba- Tel 76c) / d / 0 2-71 Contractor 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. Owner/Agent Signature / 6 l Date Z / / Uo2- Construction Value Fee Building $ tTl9Gc $ 5 - Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy ` $ /d Plan Review Fee $ S_Zo State Education $ /,30 Total $ 7900 $ ,Sy ,e.......+mmigiriglarimriwomokusimmumw --- t ' Town of Montville Building Department Receipt Date j_& _LaA__ No. 062,2 From: _____ZAmil_____&&172_I-- r1_1-__1 -- ____ Job Address: ______ -5jr____ /9 i tc _i_g tiA: _t•- _ Amount $ 4 - ___C 10 ..„ C':sh (C—,------,..) Check # (Circle one) 1 t, Received b, „ -.1`.ir f 1.4,/ ' - ---- Permit it 004i:2 7_57 Permit Fee Calculation Spreadsheet MISCELLANEOUS PERMIT CALCULATION Pools&Spas Above Ground Round EA $ 3,000.00 $ Above Ground Oval EA $ 5,000.00 $ In-Ground EA $ 18,000.00 $ Heater EA $ 3,300.00 $ Hot Tub EA $ 5,000.00 Roofing Strip&Reroof SQ $ 210.00 $ Overlay SQ $ 175.00 $ Sheds With Electric SF $ 25.00 $ No Electric SF $ 25.00 $ Deck 560 SF " 15.00 $ 8,400.00 Porch SF $ 23.00 $ - TOTAL BUILDING CONSTRUCTION COST $ 8,400.00 PERMIT FEE Building $ 8 400 $ 52.00 Mechanical $ - $ - Electrical $ $ - $ - $ - CO Fee $ 10.00 Plan Review $ 5.20 State Ed Fee $ 8,400 $ 1.34 Total Fees $ 68.54 Based on 2000 Average Construction Cost 4/9/02 STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen. Stat. § 31-286b) Property located at $$f4/'k In the town of /CSC''Ti///7 S `_ ({E Name of building permit applicant ,Ccs=�G Please check one: I. V 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 notarized 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.V 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 A day of [� ,2002... i� LISA TERRY (Notary Public/ la., ;Ili li ~.:' '"' •6: Jragi Court Town of Montville • Building Department 848-7166, Ext 82 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET 5 /4e/c. /9a ' AE-X7 ‘/00,01.5i /k- G --?&- 2 Property Address Job Description: 61.4i CL The owner/agent shall be responsible for the completion of the form, no construction permit will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-339 u"`�Fetnit#: ,E Not Applicable Septic Syste Date - • #: r r. Not Applicable Private Well Date I WPCA DEPARTMENT 848-7094,Eat 86 ❑ Permit#: ► of Applicable unicipal Sewe ate -rm t# ❑ Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 • Elp,ezniit# `._ Eti Not Applicable Direr Date �---`' PLANNING&ZONING DEPARTMENT 848-8549,Eat 7 COAQ.P \ �CiG � 4411 I 10 2 rmit#: 30d,- O15-0 Not Applicable Zoning Date CA620, `[ i 11 i 0 Z ❑ Permit#: ❑ Not Applicable Inland-Wetlands Date Town of Montville Building Department 848-7166, Ext 82 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET 5 5- /*"/C zr-7- Property Address Job Description: oee-4(% /t) (-4-) fc The owner/agent shall be responsible for the completion of the form, no construction permit will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-339 C''--Permit#: 21 Not Ap licable Septic Syste Date ' r 0 Permit#: Not Applicable Private Well Date WPCA DEPARTMENT 848-7094,Ext 86 ' ❑ Permit#: Not Applicable unicipal Sewe ate 0 Permit# 0 Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 ❑ rt a Not Applicable Direr Date PLANNING&ZONING DEPARTMENT 848-8549,Ext 7 4. " V°Z rrXr Permit#: 20 Z-07) ❑ Not Applicable Zoning Date ❑ Permit#: ❑ Not Applicable Inland-Wetlands Date t' • — . 7)/17 1-2- iloyl. 4.-.... , TOWN OF MONTVILLE APPROVED PLANS FOR CONSTRUCTION FIELD COPY 0 j FILE CO. .6.--- DATE: . .1-A___ ....ii `41 s''(::)- • IS GNATI,00.- s •-• ' ___ i , . i 1 i i 11-1 Ui i ! a 1 = T I i 1 >... (-------- 0 2 ------N, 1 ... ; i • 1 1 . i i. i 1 > 1 IQS.:1 fl 1 -Z i 1 1 ! 1 1 1 \43 I i L.,.... .........) i ' ' -- 1 oz r . LA , 5 4/. Vii ! pe K( , lulL ,� I _ .�.- , , Iiilit. Hiiiiiill a� iiii•••• illi ' lj ; _ f ,■ ■ ■ ■ ■ ■■ ■ . II I ■ ■ IifImo: ■ ■ u ■ 11 ■ ill I ' ' r: , ;/i ■ i ■ i of ' owl ■ ■ ■ ■ i l ■ ■ t 4 A 11 Irlil tuat f AV I iiii i 1111 ' ::: : : :� 1 - - - - Iii :11-. , I I . ■ ■ . . . . ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 I . - � Iu . uIu ■ ■ 1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 p© aii ■ . ■ ■ • ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ l ■ . ■�■�■ ■ ■. ■ ■■.. ■ ■1 ■ . ■ . . + gUTOaeSPH I.E. .ZT O ( 1 C3 u_' (A [� I 3aQ ..6 r I I".3'III c.1■ E—l..6 u0T .L �,�__ ■ r i ,—i'll 1 u0T .L Y6 .OT • ■ I u6 .ST—$11 ■ .. ■ 11--..6 .Si t w N N N r r. 01 .n O co N - co 1-- al i-- N = -UT IT = ung ''ut 8 astg :E ite4S -utT '' L tg :S 1te;S ubtaH buTTTeg '-ut £ = butoeds aoy '-ut E = butoeds =a1snTeg "3-0 "UT 96 = butoeds lsodTteg '3-0 0ut 91 = butoeds Astor Y 6 (1g .t Y6 .OZ k AAP .0 Z - f*. � ' tx390 ■ ■ II 1 111 cs• 0. f. _ ON — 1111 I - rn _ rn ■ - ■ ■ a YI O"t 0 N OYi • %) • 4e� ,. • w = 6-4 3I3aP utoaaseg,_ N• as k u L I O II T--41111 * * � �6 STT 1 ►I w { I to ti 1 O i iq 1 411 oz • • • - • • • • lb ■ IMP pima it • • ■ t - ■ -- , w .,• -A t. . .s- )L. • ■ ■ I 1. 1 A ■ - ■ ■ � . .� . .� . 117 { 1 a 1 ! 1 • Cr) 20' 111111111111 Joist Spacing = : 6 in. o.c. Railpost Spacing = 96 in. o.c., BalusterN Spacing = 3 in., Toe Spacing = ft in., Railing Heigh Stair 1: Rise = 6 in., Run = 11 in. 1/071Deck 2 ■ �----- 4' 2"— 20' • 20' Deck 2: Construction Method = Beam Flush With Joist Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0 in Joist Spacing = 16 in Beam Spacing = 144 in Post Spacing = 58.625 in Decking = 5/4X6 .40 Sealed Spruce-Pine-Fir No. 1 Beams = 2X8 .40 Treated Southern Pine No. 1 Joists = 2X8 .40 Treated Southern Pine No. 1 Posts = 4X4 .40 Treated Southern Pine No. 2 Deck Height = 18 in Diagonal Bracing = No Deck Skirt = No Joist Overhang = 0 in Beam Overhang = 0 in Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = none Pref Beam Size = none Pref Post Size = none Railing 10: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Railing 9: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Stair 1: Step Width = 36 in Step Height = 18 in Step Rise = 6 in Step Run = 11 in Stringers = 2X12 .40 Treated Southern Pine No. 2 Risers = 5/4X6 .40 Sealed Spruce-Pine-Fir No. 1 Treads = 5/4X6 .40 Sealed Spruce-Pine-Fir No. 1 Railing 2: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Railing 3: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Railing 8: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Deck 1: Construction Method = Beam Flush With Joist Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0.125 in Joist Spacing = 16 in Beam Spacing = 96 in Post Spacing = 71.625 in Decking = 5/4X6 .40 Sealed Spruce-Pine-Fir No. 1 Beams = 2X8 .40 Treated Southern Pine No. 1 Joists = 2X6 .40 Treated Southern Pine No. 1 Posts = 4X4 .40 Treated Southern Pine No. 2 Deck Height = 48 in Diagonal Bracing = No Deck Skirt = No Joist Overhang = 0 in Beam Overhang = 0 in Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = none Pref Beam Size = none Pref Post Size = none Stair 5: Step Width = 36 in Step Height = 30 in, Step Rise = 7.5"in Step Run = 11 in Stringers = 2X12 .40 Treated Southern Pine No. 2 Risers = 5/4X6 .40 Sealed Spruce-Pine-Fir No. 1 Treads = 5/4X6 .40 Sealed Spruce-Pine-Fir No. 1 Railing 13: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Railing 14: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Railing 11: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Railing 12: Railing Height = 36 in Baluster Spacing = 3.75 in Post Spacing = 96 in Stair 3: Step Width = 36 in Step Height = 48 in Step Rise = 8 in Cton Pu in = 1 1 in